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HomeMy WebLinkAboutPermit M2000-136 - BED BATH AND BEYONDM2000 -13 6 Bed Bath & Beyond 400 Strander Bi City of Tukwila Address: 400 STRANDER BL L o c a t i o n : Parcel #: 022310 -0070 Contractor License No: COMFOMIOISLA * * Permit No: M2000 -136 Type: B -MECH Category: NRES iserat'u Print Nance* Permit Center Aut orized Signature MECHANICAL PERMIT MOW , 110. (206) 431 -3670 Community Development I Public Works • 6300 Southcenter Boulevard, Suite 100 • Tukwila, Washington 98188 EXISTING GAS HEATING /ELECTRIC COOLING RTU' S REUSED NEW DUCT SY PENS WILL BE INSTALLED. (1) ADDITIONAL ROOF-TOP UNIT & DUCT SYSTEM WILL BE ADDED TO "SERVE OFFICE. NEW NOVAR ENERGY MANAGEMENT SYSTEM TO BE ADDED. UMC Edition: 1997 Valuation: Total Permit Fee: Ga J PIP•ev Title: - , Status: ISSUED Issued: 10/10/2000 Expires: 04/08/2001 TENANT BED BATH AND BEYOND Phone: 400 STRANDER BL, TUKWILA WA 98168 OWNER THE SEATTLE FUR EXCHANGE, INC. Phone: 206-246-7611 ATTN: JAMES E. SWEENY, PO BOX 88159, SEATTLE, WA 98138 CONTACT COLLEEN BREITENSTEIN Phone: 314-821-1100 10877 WATSON RD, ST LOUIS MO 63127 CONTRACTOR COMFORT MECHANICAL INC Phone: 425 - 251 -9840 6617 S 193 PL, #P -105, KENT, WA 98032 * k k ' k * k k k ' k k* k k k k ' k * • k :k k k k** tit k k k k k k k k k* 4* k* k k k k k ' k - k * :4 * k 'k k A* k ** •k k A k* k k k k* k k* k - k *** Permit Description: 150, 000.00 166.38 k'k *kkA *Ak k* 4: kkkk* k; *kk *kk **kk ***** **k*k•kkk44*kykk kk * *kk *kk *k*ktk *. I hereby certify that I have read and examined t h i s permit and know the same to be true and correct, A l 1 p r o v i s i o n s of law and Ordinances governing this work will be complied with, whether speetfied,herein or not. The granting of this permit does not presume to give Authority to violate or cancel the provisions of Ally other state or local laws regulating �, onstruct ion or tF ' per $ or nee of work. I am author i ed • to sign for and obtain this build perm Da t e : Lta d es esaa This permit shall become null and void if the work i 1 not commenced within 180 days from the date of issuance, or if the work is suspended or abandoned for a period of 180 days from the last inspection. Address: 400 STRANDER BL Suite: Tenant: BED BATH AND "BEYOND Type: 13 MECH Parcel $: 022310 -0070 CITY OF Tt1KWILA Status: ISSUED Applied: 06/22/2000 Issued: 10/10/2000 **•k *k *** k* k* * *•k A k*•k** k-h**•k•k kA *1, h k* A k A A* A * k* &•k A A k **k k* k•k kk,k*** k* k*•k** 4 k*** Permit Conditions: 1. Readily accessible access to roof mounted equipment is required. 2. Any exposed insulations .backing material shall have a Flame Spread Rating of 25 or less, and material shall bear identi- fication showing ttiei fire performance rating thereof. 3. Plumbing permits shall be obtained through : the Seattle-King County Department '04 Public Health. Plumbing will be inspected by that ,agency, including all gas piping (296 - 4722) Electrical permits shall be obtained through the Washington State'bIvision of Labor and :Industries end all electrical work W11 1:be inspected by . that agency (248 - 6630) . 5. No chafges, ;w i 11 be made to the plans unless approved by the > > . Engineer and the Tukwila Building Division. G. All permits, Inspection records, and approved plans shall b aysilable at the lob site prior Lo the start of any con strUction. These documents; are to "be maintained and avail- able' until >: final inspection approval is !wanted. All construction to be done in conformance with Approved Plans and =requirements of the Uniform B u i l d i n g Code (1997 . Edition) " as amended, Un i furor Mechanical Code ( 1 9 9 7 E d i t i o n ) , and Washington St+etu Energy Code (1997 Ed 1 t, ior►) , Validity of Permit. The issuance of d permit or approval `o Plans, Specifications, and e:umputat suns shall not be con- str ed to be a permit tor, or an ; approval of, any violation, of a r� any' of the provisions of the building code or of any. other *:,cordinance of the jurisdiction. No permit presuming ° to give authority to 'violate or cancel the provisions of this code shall be v a l i d . Manufecturer's installation instructions ; required or site for the b u i l d i n g inspectors review, I hereby certify that . 1 have read tee conditions and.,wi l 1 comply with them as outlined. All pr'ovisions of law and ordinances governing this work will be con'pli4d with, whether specified' herein or not The granting of this permit does` not prasume to give authority to violate or cancel the p slons of any other work or local laws regulating crar strfotion or the f performance of work. Permit No: M2000 -136 Da te: Project Name/Tenant: 3E 7 t3p—r; c 6 e'ro ' V ug of echanical Equipment: ` 0 , COD .00 Site Address : 400 3—MAW r City State/Zip: c t Iv }Lwtt uA Tax Parcel Number: b 22. 3 l U 0U10 Property Owner: t?-EG� kZL--"� Phone: ( ) 42-5 25 41. ”DO Street Address: d'IA I Coo 1 l t4 1►vv 0 91 City State/Zip: 13S �E L Vyt= - WPr Fax II: ( ) 3[4 l Contractor: 1 Fax Fax il: ( ) $(. Phone: ( ) I 1 44.7, Street Address: zO a t t City State/Zip: Fax H: ( ) � Contact Person: GO L.t- e7.` i$ 'O. . 11 , S`r"lhi Phone: (31st) gal I (00 Street Address: , Lb$` t ,e t a -fch �L City State/Zip: _. ST L_OUtS. Md 317.-7 Fax H: ( t i A) o y ,� 4I US 1B Llu DING'OWNER OR AUTHORIZED AGENTI <" ? :., ;: a p: zr :Ia:. , 4A 4 Signature: _....... --- - w----- --�-�. Date: 2 0 0 Print nano„ iC®- Iii t9Cr t 4 Phone: ( tot, 3[4 l 1,3 5 1 Fax Fax il: ( ) $(. I 1 44.7, Addr 'mi �i t t . 1 b•'1 s'1"t; zO a ` � Mechanical Permit Application MEtHANICALP'ERMIT REVIEW AND APPROVAL REQUESTED: (TO RE FILLET) OUrRYAliPtlell4 Description of work to be done (please be specific): 6 : - 6 . 1 3 r i - f 4 A " S -t'r " A � 1 wet / Lee:MX C coL. t S(CiTtePtS_ — wk L 15ts. IP91 X17 , A t �- a�.rA�.. t o y uwl Mc s _tt> - w^ et %) • J 4 aw.. N4A Current copy of Washington State Department of Labor and Industries Valid Contractor's License, If not available at the time of application, a copy of this license will be required before the permit is issued OR submit Form H-4, "Affidavit in Lieu of Contractor Registration ", Building Owner /Authorized Agent: If the applicant is other than the owner, registered architect/engineer, or contractor licensed by the State of Washington, a notarized letter from the property owner authorizing the agent to submit this permit application and obtain the permit will be required as part of this submittal. 1 HEREBY CERTIFY THAT I HAVE READ AND EXAMINED THIS APPLICATION AND KNOW THE SAME TO BE TRUE UNDER PENALTY OF PERJURY BY THE LAWS OF THE STATE OF WASHINGTON, AND I AM AUTHORIZED TO APPLY FOR THIS PERMIT. Expiration of Plan Review • Applications for which no permit is issued within 160 days following the date of application shall expire by limitation. The building official may extend the time for action by the applicant for a period not exceeding 180 days upon written request by the applicant as defined in Section 114,4 of the Uniform Mechanical Code (current edition). No application shall be extended more than once, ],onacepd: 11/11+9 birch permitdoc CITY OF TUI VILA Permit Center 6300 Southcenter Boulevard, Suite 100 Tukwila, WA 98188 (206) 431 -3670 Application and plans must be complete in order to be accepted for plan review. Applications will not be accepted through the mail or facsimile. Date a licatio expires: ai .......i. Appli tIo t Itlals) ✓ Submittal Requirements Floor plan and system layout ✓ V Roof plan required to Identify individual equipment and the location of each installation (Uniform Mechanical Code 504 (e)) Details and elevations (for roof mounted equipment) and proposed screening V Heat Loss Calculations or Washington State Energy Code Form #H.7 s ,/ H.V.A.C, over 2,000 CFM (approximately 5 ton and larger) must be provided with smoke detection shut- off and will be routed to the Fire Prevention division for additional comments (Uniform Mechanical Code 1009). f Specifications must be provided to show that replacement equipment complies with the efficiency ratings and other applicable requirements of the Washington State Nonresidential Energy Code. / Structural engineer's analysis is required for new and the replacement of existing roof equipment weighing 400 pounds and greater (Uniform Building Code 1632.1). Structural documentation shall be stamped by a Washington State licensed Structural Engineer. Mechanical Permit COMMERCIAL: Two complete sets of drawings and attachments required with application submittal NOTE: Water heaters and vents are included in the Uniform Mechanical Code — please include any water heaters or vents being installed or replaced. RESIDENTIAL: Two complete sets of attachments required with application submittal �ulrrnill�rll? quiremenls New Sin le Famil Residence Heat loss calculations or Form H•6. Equipment specifications. Chanteeout or re.lacement of existin: mechanical a' ul mont Narrative of work to be done, IncludlnR modification to duct work, Installation of Gas Fire lace Narrative with specification of equipment and chimney type. If using existing chimney, provide a letter by a certified chimney sweep stating that the chimney Is In . safe condition. NOTE: Water heaters and vents are Included in the Uniform Mechanical Code — please Include any water, heaters or vents being installed or replaced. Poyel►nt 166.30 404444444444440 04 fcrodnt Cods 400/3 000/322.100 IIM M i• « ■i .Y .. gopeription PLAN CIIEN'K MONRCV MECHANICAL - MOMS Por t Nos M2000 -13 Typo: 0-MUCH MECHANICAL. I'I:ltMIT ParcN 1 Ha l 022310-0070 to , 401rjsu: 400 SUMMER 111. 1#rAk *�F��4 44444/14444A4 4444444444k c lit4444 . +4444444 TTY o . �t�KW1l.p. �IF1 Tti(iNSNIT • 1 * 4 444414 4 4444 4444P 444 44444 4444# 44 4:4 4x444 444 +i444k 444 EPANSMXT luabew :11.9000372 4rauntx 166.30 1O /1'{,OO 13:40 P ysN�ant tl'thodi ,111IFCK Ildtnl;iant COMPORT MECHANIC Chits Hl.H M` ► . M a. W M .... M i r 1 ■A ' M 41 1 • 'as . i .1 4 4• M M 44 Or it a . n . i. . • r •, ... M ♦4 r. r r 1 w A • 4 4. 4i 44 1. di .r .1 ., r. r w r . .w i • a . . r r I. r. Total F0092 166.39 Tate I ALL. Plato: 166.30 Ualancos .00 d#4A 4kA4A*a *A.4A 4 *4d4A►14*A4* A *A4A # *O *► Ama,Jnit 114.'10 11 4* M M .1 W t• .. M r •i '4 i. i au 11 Y M .• r r. M .. M w 1 r M •. M 1 r y ii . r i ►' i s i. e.. 8 10/11 9710 TOT i 300.25 PERMIT NO.: 12Ooo I 3 40 MECHANICAL PERMIT APPLICATIONS INSPECTIONS ❑ 00002 Pre construction ❑ 00050 WSEC Residential ❑ 00060 WA Ventilation/Indoor AQC ❑ 00610 Chimney Installation/All Types ❑ 00700 Framing ❑ 01080 Woodstove 01090 Smoke Detector Shut Off 01100 Rough -in Mechanical 01101 Mechanical Equipment/Controls 01102 Mechanical Pip/Duct Insul 01105 Underground Mech Rough -in 01115 Motor inspection 1400 Fire Final 01800 Final Mechanical 04015 Special -Smoke Control System CONDITIONS 8 0001 No changes to plans unless approved by Bldg Div 0014 Readily accessible access to roof tnounted equipment 0016 Exposed Insulation backing material 0019 All construction to be done In conformance w /approved plans 0002 Plumbing permits shall be obtained through King Co 0027 Validity of Permit 0003 Electrical permits obtained through L & 1 0036 Manufacturers installation Instructions required on site "E3TU maximum allowed per 1997 WA State Energy Code" 0041 Ventilation is required for all new rooms & spaces "Fuel burning appliances "Appliances, which generate...," "Water heater shall be anchored...." j J lonaI Condltlons: TENANT NAME: � .-"ReydHQI FEES Basic Fee (Y/N) Supplemental Fee (YIN) Plan Check Fee (YIN) Furnace/Burner to 100,000 ETU (qty) Over 100,00013TU (qty) Floor Furnace (qty) Suspended/Wall/Floor- mounted Heater (qty) Appliance Vent (qty) Heating/Refirig/Cooling Unit/System (qty) Boiler /Compressor to 3 HP /100,000 BTU (qty) to 15 HP /500,000 BTU (qty) to 30 HP /1,000,000 BTU (qty) to 50 HP/1,750,000 BTU (qty) over 50 HP /1,750,000 BTU (qty) Air Handling Unit to 10,000 ef}n (qty) over 10,000 ctM (qty) Evaporative Cooler (qty) Ventilation Fan (qty) Ventilation System (qty) Flood (qty) Incinerator — Domestic (qty) Incinerator — Comm /Ind (qty) Other Mechanical Equipment (qty) Other Mechanical Fee (enter SS) Add'l Foes — Work w/o Permit (Y/N) Insp Outside Normal Hours (hrs) Reinspections (hrs) Miscellaneous Inspections (hrs) Add'! Plan Review (hrs) Plan Reviewer: tA. Date: 1 Permit Tech: YIJ E Date: 7 M 00 Project: i / � l Type of insp thin: ' s.. Addres : /.I F. , •...- Date call . : Special instructin : — Date wanted iI Requester: Phone: :NSPECtION NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Rlvd, #100, Tukwila, WA 9818 Approved per applicable codes. COMMENTS: ® $47.00 R INSPEC 1 FEE REQ RED, Prior to inspection, fee must be pa d at 6300 Southcenter ' vd,, Suite 100, Cali to schedule reins action. Receipt No: Date: Inspector. INSPECTION RECOt....s Retain a copy with permit Corrections required prior to approval. Date: 0 MUM Nth, (206143: i 0 OM, Authorized Signature Project Name Address Sprinklers: Fire Alarm: Hood & Duct: Nation: Monitor: Pre-Fire: Permits: FINALAPP.FRM City of Tukwila Fire Department Retain current inspection schedule Approved without correction notice Approved with correction notice issued amiorilmosmownt TUKWILA FIRM DEPARTMENT FINAL APPROVAL FORM #7H e- 46, John W. Rants, Mayor 111161•1=11•1■. Thomas P. Keefe, Are Chtef Permit No. 10-204v 8 Suite # jjrf (1. Needs shift inspection 11111111111■ 6 07 2e.f/r/ T.F.D. Form F.P. 85 1 Date Headquarters Station: 444 Andover Park East • Tukwila, Washington 98188 • Phone. (206) 57•4404 • Fax. (206) 57,544,39 Project: _ --0" ✓rall ___ Type t Inspection: - -fry - n, X ._ 1 Address: fr J �� (( Date c , I1 • • Special instructions: Date a ted: r4 a.m. .m. R • i ter: t'b p 42 .5'' ',12.5 /- cig io INSPECTION NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter 8Ivd, #100, Tukwila, WA 98188 Approved per applicable codes. INSPECTION RECO. Retain a copy with permit PERMIT NO. (206)431-36 Corrections required prior to approval. Date; 4111111111111111,1 imarrarausw 111111NNIAIMA low 0$47,01 EINSPECTION 1 REQUIRED. Prior to Inspection, fee must be paid at 6300 Southcenter Blvd„ Suite 100. Call to schedule reins.ection. Receipt No: COMMENTS: Type of i s ettio . Adore ,.. L eh", .. .. 4...e ,.... f 1ia:1 � tAliAi ( — ' d+''y''y..e .7 .7 „„ I I ---2s7-1510ed ♦ r M. of t +s. in 1 .o. Project: Ai c Type of i s ettio . Adore Gate called: Special nstr : / t .L • -7 -ono bate wanted: Requester: Phone Q2 ---2s7-1510ed 1N5Ptc loN NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southeenter Blvd, #100, Tukwila, WA 9818 Q Approved per applicable codes. Receipt No: �F a INSPECTION RE Retain a copy with permit M2 PEl#Mlfi NO, (206)431 -3 Corrections required prior to approval. _ , A Lill $47,10 REINSPECTIO * FEE RE • UIRED. Prior to inspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reins ectlnn. Date: Project: Type of Inspectio : Ad ass: ST/ / A i Date called* 1 / / ... Spada Instructions: 14(a Date wanted. zi. 0 / : Requester. Plum: !WIC! N NO, CITY Or TUKWILA BUILDING DIVISION 6300 Southcenter Blvd, #100, Tukwila, WA 98188 Approved per applicable codes. INSPECTION KECd Retain a copy with permit 1 6 613 PERMtt NO. (206)431 -3670 Corrections required prior to ap $47;0' ' EINSPLCTION E REQUIRED. Prior to inspection, foe must be paid at 6300 Southcenter filvd„ Suite 100. Call to schedule reins action, Receipt No: Date: 1 Pro } iii . r , I of C n In ]t , alit 04 A • 1 a 0 - ' bate called: t 2. 0 5pecia Instructions: f 2 , : 00 f On bate wanted: am:, Requester: G Ph �!";`r�• Inspector: COMMENTS: Date; E LQUIRED. Prior to inspection, fee must be paid Suite 100, Call to schedule reins'ection. Date: INSPECtIO1J NO, CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd, #100, Tukwila, WA 98180 Approved per applicable codes. ® $47.0 REINSPECTION at 6300 Southcenter BIv Receipt No: INSPECTION RE Retain a copy with permit PERMIT NO. (206)431-367 Corrections required prior to approval. P , .rr : t?e e/ 6 t� k Type of tnspeetiont ",5 ?,, Yt.jtfi{ ✓Ac. O /e call 0 Date wanted: ( a ~ rn, 3 C, p , • Address: Val) 5intortee t,4 I, S Sp pecial instructions: f iYC. 4 otc . fn le t,im k tkr't: I utvrv% 1M 7g:i' R uester: f r'yt�/�Y/ Htch, 4 05 - 7.51 ?? i lk INSPECTION REC Retain a copy with permit INSPECT:( NO, CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd, #100, Tukwila, WA 98188 Approved per applicable codes. COMMENTS: Date: 11 ti lyot otiD • J } -3t PEamIT NCI, (206)431 -367 Corrections required prior to approval. 0 $47,00 REINSPECTIOt`I REQU RED, Prior to inspection, fee must be paid at 6300 Southeenter Blvd., Suite 100, Call to schedule reinspectlon. Receipt No: r , Project: I of inspection: Address: 4 ". _ . (11 Date c.11ed: / / ti I Specie Instructions: ______________q&5!2$1 Date ant. , a.m. 01 de . Regyest .110 e Phone; trVU !NW NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd,11100, Tukwila, WA 98188 Approved per applicable codes. INSPECTION RE DD Retaina copy with permit Corrections required prior to approval. 41,1-4 ALia 0 $47,00 REINSPECTION F E REQUIRED. Prior to Inspoction, fee must be paid at 6300 Southcenter Blvd„ Suite 100. Call to schedule reins ection. Receipt No; Date; itiAtia0150 Ptamnir. 1=3670 Meet. ,..--. � ►"� a i � G C ' ,sL, T e of Ins ion:... �!` .fit t . A " o m ' u... AtlltaS (, i Special instructions: t41r Date wanted: a ,• , � a Phone: :.: - r . 1 , 4 Awe h INSPECTION RECC1 Retain a copy with permit INSPtCtION NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd, #100, Tukwila, WA 98188 COMMENT& PERMIT NO. t r1 (206)431 -3670 pproved per applicable codes, 0 Corrections required prior to approval. $47.00 REINSPECTION FEE REQUIRED. Prior to inspection, fee must be paid at 6300 Southcenter Blvd„ Suite 100, Call to schedule reinspection. Receipt No: 1 Date: ' ...sew .s.,. - ‚ -- ---‚ .- i-- .._AS... COMMENTS: —MI ail ,,,12 pe o Inspe lion. " • . . I: •,-. • Nir .t • tt . 11 INQ Special instructions: D . wanter . ` ° 1 ♦ • J :.m. lit rojett: pe o Inspe lion. " • ‘" • dress: , :ur Date called: 11 INQ Special instructions: D . wanter . ` ° 1 ♦ • J :.m. lit INSPECTION RE Retain a copy with permit INSPECTION NO CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd, #100, Tukwila, WA 98188 PERMIT NO. 206)431 -3670 Approved per applicable codes. L`CorrectIons required prior to approval. $17.00 REINSPECTION FEE REQUIRED, Prior to inspection, fee must be paid at 6300 Southcenter Blvd. Suite 100. Call to schedule reins.ectlon. FILE COPY 1 94 Wasrrtngton State Nonresidential Energy Code Comptrdnce Form Mechanical Permit Plans Checklist 1994 Washington State Energy Cods Corrptiance Forms MECH -CHK April, 1994 Mechanical - General Requirements 1412 Controls 1412.1 Temperature Controls: Each system shall be provided with at least one temperature control deeAce. Each zone shop be controlled by indvit teal thermostatic control§ responding to temperature within the zone. AI a minimum, each floor d a bulking shall be considered as a separate tone. 1412.2 Doadband Controls: When used to control both comfort heating and cooling, zone thermostatic cot>trds shad be capable d a deetband d at least 5 degrees F within whkh the ste pty of heating and coding energy to the zone is shut df o reduced to a minemunt Exceptions: 1. Speoid °camertcy, speocial usage, or code requirements whine deacbend controls arse nc4 eppropntate. 2. &kin s complying with Sadism 1141A, M h the pteposed bulking @ridgy fib, wing artd cooling thermostat serpcints ate set to the same temperature between 70 degrees F and 75 degrees F Inds& . and assumed to be constant throughou that year. 3. TNermootats that require manual chengeowver between heating end cooing modal. 141Z3 Humidity Controls: I1 a system is equipped with a wens for Adding nmisture, a ttxnklktal shall be prodded. 141Z4 Ostia k and shut•Off: HVAO systems dui be uequbped with auanatb cotlyds capable d accanpdWhirg a redodiem of energy use periods ot nervosa through control et setback Una spac served by the ystentTTho automatic =bob shod have a minimum swerve* ciak end be oopabto d being set to see decant day typed per week Bxcepdonst 1. thstems seining areas Mitch require continuous operation ct the cum temperature serpoht. 2. Equ4pmsnt with hull load demands el a kW (o,oa4 Dlurh) of tons may trued by rosily Ao�asttelo ma ud off• 1412.4.1 Dampers: Outside* r htalos, whaust coeds and yodel outiots saving candtionod spaces shad be equOsai with dampers *filch dose auanelody when the system is elf or upon power failure, Gunk shaft and elevda shalt smote Wet openings shall bet ogutppod with normally cpmsn ac�Wd edby the le a amok* detection system Exceptions: 1. eyattms serving areas which rsquire ootilnucus operatim. 2. Combustion ak intakes, 14125 Heal Pump Controls: Unitary air cooled hoot pumps shall Induce mkroprocoasa controls that minimize stpppiemorttai heed usage during slat•up, cokes, and defrost conditions. These mewls shell articpale need Id host and use oanpressbn hooting as the first stage d hsst. Controls shad indictee Mien supplemental heeling is being used through visual nano (04., LEO hdcatom). 1412.0 Com notion Heating Equipment Connote; Combustion hcdIng equipment with a capacity over 225,000 Stuth shall two modulating or staged combustion oontrai. Easoptions: 1. Wilms. • 2. Rodent Heaters, 1412.7 Balancing: Each *supply outlet cr * or water terminal device shall have a means for baia ndng, inducing but cwt limited to, dampers, temperature and pressure test connections and balancing valves. 1413 Akr Economizers 1413.1 Operation: Air economizers shall be of automatically modulating outside and rotum air dampers to provide 100 percent of the design supply air as outside air to reduce a eliminate the need for mechanical cooing. 1413.3 Integrated Operation: Buliding Heating Energy: Air economizers shall be =able of pravSctng partial coding even when addtionat mechanical cooling is required to meet the remainder d the cooing load Controls shalt net preclude the economizer aperatito when mechanical cooing b required simultaneously. Exception: Econanizers on individual, direct expansion, coding systems with catiacittes nee greater 018,175,000 BIWh may inducts controls that knit simultaneous operation of the ecorxkr>izer and mechanical coding for the purpose of preventing toe formetiat on cooing cops. 1414 Ducting Systems 1414.1 Seeing: Dud wale which is designed to operate 1 pressures ahem Minch wrier Mum stale pressure strait be sealed to aecordxtce widh Standard AAS•18. Extent d sealing required is es Mows: 1. Stain pressura: 12 inch to 2 inches: seal transverse joints, 2. Stedo prossuro: 2 inches to 3 Inches; seal MI transverse joints endldrtpitudinaf seams. 3, Stale possum &die 3 Indus; seal all transverse joints, longlttdnd wants and duct wall penetrations. 1414.2 Initiation: Ducts and !Atriums that are oonstruded as pert of the tx41ng onVEdope shin meet the requiremsmis d Chapter 13, Other ducts end plerturne styli be Uhe mmiy hauteted per Table 144, Es:oepdons: 1. .WWn the HVAC egulpmr3rt. 2. Cjdtaust ate duets not stalled to condertaation. 3. Ecosod ductwak within a apace that servos that apace only. 1419 Piping Systems 1415`1 Insulation: Phig shed be thornily Wedded In accordance with Table 144. EXCepdon: Piping installed within unitary HVAC or moat. W er pipes ousldo the omdtioned space shell be hsuldod in a000rdartoowth Washington Mate Plumbing Code (WAC 51.20) 1420 SIMPLE 3Y3T(M3 (PACKAQED UNITARY EAUIPM 14213ystem type: To quality os a sheet) spin, systems shell be are of the fdovvhg: a Air cooled, oortistt rut aolume padwged aqupmert, which provirk hung, coding a both, and require only Bede n commotion to duct wok and energy seniceo. b. Ak cocked, constant rdumrto sprit systems, which provide headlrmq,- ocodng a both, with coding capacity d 54,000 Mott a Ws. a: Heeling my systems which have tin opacity of less than 5,000 dim a which have a minimum outside ak supply of laser than 90 percent of the fatal ak ckaAatlon. N other systems strap amply vrith Sections 1430 through 1438. 1422 Controls: in adritidn to the control requirements in Sedim 1412. *we rsepwatre heslinp and coding equipment serve the same temperature iota thermostats shall be irlteriocked to prevent simtsitan0Oss heating and cooing. 1423 Econonhtzore: Eoonanizers meeting the requkements el sactkxm 1413 shall be hstaped am packaged root lop fan cooling units haring a supply capacity of greater than 1,900 cum a a total cooling capacity greater than 54,000 EISA. The total capacity of di units without economizers shall not exceed 240.000 Muth per busking. 1424 Separate Air Distribution Systems: zones with special process temperature requirements and/or humidity requirements shall be separate air cfistri:uion systems from those serving zones requirie comfort conditions. YCEIVED OF TUKWiLA 1413.2 Control: Ak economizers shad be controlled by a control system JUN Ai 2 2 20011 capable d determining if outside ak can meet part a all of the building's r — _ tV coding PERMIT CENTER Project Address 1 -V `Ili . � : Wi ∎• Z I C 1 bate 1 The following information k necessary b check a mechanical permit application for compliance with the mechanical requirements In the Washington State Nonresidential Energy Code, Applicability circle one Code Section Co • • = nt Information p - • iced Location on Plans Building Department Notes ply4o cJ40U1Ia4►51 .1:i1'1 ect ons 1401- IIIIIIIIIIIIIIIIIIIIIIIIIIIEWNI rio _'' • j no +w� • . mt • : =arm ' ',, r ' . . • =.=N•.....�.�.1 - . m . . • on s . •'';T 9 - t u t�� . (�: - fl •V . M/ � l 'r��t- 'u•7'A M • : - .. ► _ f11111111111111 Irj'Y '7^.7r.- ' E► ,r11111 CD rio n.a. IIEVAIIII em • :: Oita ZOnss a ,rei•-:7 no T r.' to coli1�1 no V no li _- cn gg d 3 dd ••; G c c c o � c c ow fag e > 22 g a 'l •� :, ( 4 Iii n i .. J 'Di.' D CO t o • C • � �, �1p"**:?%"tr l asill tills cram :, o7:1-; R�Tit ,• contr tome • • se ,T• �: � ' ; ;t � ' � r�; � r.. 14�,ia.. d1:1�1 ► '' i (j , , �!1, , ,; ?;,T:i',% f'I l E1TME I rn - - : • : .. • . a • • oontl. _ =HA 11111MAIN mum 11111122,111 witalull=o1577:71 Namolvm 11111110111111 JIIIOrti • • �'• •-.t• • Contra orn otmostat r• • I,.l ,r,e •• :.c• on : .:tat . -i e allE • • • u _ , Or a OM 1 tr EURO 1•71 11 9' 117 - Ir mum Immo •rr �a: na l row maw MUM • OofOrn ore t .'''VT . = '� • • .: is L• a' • I•i �-r�t•: .-.,ar•-?�_.'!ri► •-.'' 1 1 or - ,i r;r: rte: ►, • • . . 0 • on . •... • , l • 1 r • , (1T.'i'= TZ1711;7 m • ` • 41' 777171 . q pmen ac '': • *1 • ,. In t elude cfm h economizer pea, • • • ' Kr4i[TiT>i'i EL [ ) fir.. ,. rtTr •. 'T1 ��� •I.� MUM rC o • or ca h automatic ehut•otl rT .. awns . s :.: • fee con r 7- ; an cover I 7.:17.1 in 0 P f' •? cover (r'`' IT ' oo - .• 4, .:. anv acts on, prov • e oxp anti on: 1994 Washington State Nonresidential Energy Code Compliance Form Mechanical Permit Plans Checklist 1444 Walhinglon State Energy Code Corrpianoe Fomn MECH -CHK April. 1444 • RECEIVED CITY OF TUKWILA JUN 2 2 2000 PERMIT CENTER Fan E ' ui 9 Anent Schedule Equip. ID I Brand Name' Model No:' 1 i.A UJ Pi SP' HP/BHP Flow Control' Locaticn of Service LOA( c- - .it•t ► ' 13 / 5 G ►'V 1 s: V a 1,‘fr1Ut 111111lMIIIIMIM r 1 IIAEIIIaingllIlrllIlll � 4 ► � ►1�n>< e �•t 3. it1n UN 222 iI r' i3, 4 Proj ect Info l Project Address C�Eo a art t 4 �... . 1 -1'00 SA R A It O WR a Lvo . Date X 20 _.___ For building Department Use o NIO 1 i.A UJ Pi Applicant Nam e: GAr o, fn c p n AT10 Al Applicant Address: two tAJ A-T S o rki KO. S'r. u Appltccutt Phone: X31 W 9W ,,,, 1 Al 0 Equipment Schedules The following Information is required to be incorporated with the mechanical equipment schedules on die plans. For projects without plans, fill in the required information below. Cooling Eg_uipment Schedule Equip, ID Brand Name Model No,' Capacity' Toed CFM OSA CFM Eoono SEE or R 'PLO Location RTU-t- a 1,‘fr1Ut � 4 ► � ►1�n>< 1•(SAtlLnr 3. it1n �.t�nn iI r' i3, 4 Al iA Q! F Heatin : E. ui . ment Schedule Equip. ID Brand Nino' Model No.' Capacity' Total CFM OSA cfm Econo Input Btuh Output Bah at lc envy' Iii MIIIPMIIIIII sAt III � _ : 4 0. S 1 WA aiNtki _ R11 2.61AL ° A jtyln �► . t EE > ce 1.-1. _.....110_........1.15.,.. o.Aci IIIIIIIIIIIIIIIII 1994 Washington State Nonrosidontial Enr rgy Code Corrpiance Fortes Project Description Briefly describe mochsutic al system and featur 1994 Washington State Nonresidential Energy Code Compliance Form Mechanical Summary MECH -SUM April, 1994 E1.•61tutr GAS Het t1AG/ E1.Ee.r0,sC. Cot:WM.. PA oAt .0 P./0 , i . It W ILL. tae agusao, gAii 0 tX Sy leste5 ww. 4a 1. A/STALLED, Out (t1 ADovrt A'ro APO OucT 6 wt>~t. 6E ADOEO 'TO leave ()Aka A- ft,fr.Q. Maui t o IAA Atlilt M luAr 1iT au S^ an 111 - �(• RDfI Compliance Option simple system 0 complex system system Analysts syst Analysts moo Dadsbn Flowchart (over) for qualifications) 'If available. i As tested according to Table 14-1, 14-2 or 14.3. Flow control types: VAV, constant volume, or variable speed. /ILA 00 3 If required. ' COP, HSPF, Combustion Efficiency, or AFUE, as a System Description See Section 1421 for full description of Simple System qualifications, If Heating/Cooling or Cooling Only: AConstant vol? 0 spilt system? Air cooled? Pac kaged sys? 0 Economizer included? 0 <54,000 Stull? If Hearing Only: ) <500d cfm? A .c70% outside air? 1994 Washington State Nontesidential Energy Code Compiana Forma 1994 Washington State Nonresidential Energy Code Compliance Form Mechanical Summary (back) MECH -SUM Decision Flowchart Use this flowchart to determine if project qualities for Simple System Option. If no either the Complex System or Systems Analysis Options must be used. Simple System Mowed Use Complex System April, 1994 Complex Systems Refer to MECH.00MP Mechanical Complex Systems for assistantae In detetrninIng which Complex Systems tequIrements are applicable to this pro ect. RECEIVED CITY OF tUKWILA JUN 2 2 2000 PERMIT CENTER Project Address Date 1 2 `j Q n For t3uiiding Department Use The following additional information is necessary to check a mechanical permit appticatio for a complex mechanical system for compliance with the mechanical requirements in the Washington State Nonresidential Energy Code. Use the checklist as a reference for notes added to the mechanical drawings (see the MECH•CHK cheddist for additional system requirements). This information must be on the plans since this b the official record of the permit, Having this information in separate specifications alone Is NOT an acceptable alternative. Applicability Ode one) Code Section Component Information Required Location on Plans Budding Department Notes ADDITIONAL CHECKLIST " 1.1 ITEMS FOR COMPLEX SYSTEMS ONLY ya no n.a F i i l d assem. sys. - r . 19 ..- :T . , . • 1432 Controls Mom so to systems or show isolation dovI on --" yes_no n.a. 432.1 riliarra 1432.2 Temp. reset con m n.a. 1432,2.1 Alr stems care autama no ma. UM 9 nd to automa reset nd tconom7 t cor on eq pm schedule or tai ta calculations b us, . •. • "�`�' —' - `�` yes m n.a. no n.a. yell no n.a. k • .. - to r - m1 . tg. • • . to se, . , - tarns on • ; rte; Ca , , - toneous . -. rung . coo ng unless use of oxcepdon is justified pr • ° yes no ma. k 1438 Heat recovery ' ' • J00.rn0 •ro , vwtablo flow s. indicate hest recovery on piens; Cron • late and attadh heat rocovo cskula lone '' '� or u . z.nr T • fl i e o vo r o on on m .._ Too no no, yro n.a. ' n » le circled for env qua o n, orov o on, ana o n: Mechanical - Complex Systems Checklist MECH -COMP April, 1991 1994 Washington State Energy Coda Conpianco Fomd Decision Flowchart 1 1994 Washington State Nonresidential Energy Code Compli .r1ce Form Use this flowchart to determine how the requitement& of the Complex Systems Option apply to the project. Refer to the Indleete9 Code swims for more complete Inlonnedon on Me requirements, tit RECEIVED CITY OF TUKWILA JUN 2 2 2000 PERMIT CENTER 1994 Washington State Nonresidential Energy Code Compliance Form Mechanical - Complex Systems (back) MECH -COMP 1094 Washington Stahl En•rgy Cod. Comoisno• Foams April, 1094 RECEIVED CITY OF TUKWILA JUN 2 2 2000 PERMIT CENTER Electric Motors MECH -MOT 1094 Washington State En.igy Cod. Compianc. Forms April. 1494 Project Address I ' . , : ; Dale �M For Building Department Use Complete the following for ail design A & B squirrel-cage, T frame induction permanently wired polyphase motors from 1 hp to 200 hp having synchronous speeds of 3600,1800 or 1200 rpm (unless one of the exceptions below applies). Motor No. or Location Typo o * =nor dosed D e s c r f • don of • . • Hendon or Use Synch. S . : • Mn.Nom. Full load Efflda 1111111111111111111111111111111 INIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIMIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIII 11111111111111111 IIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIII IIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIII 1111111111111111111111111111111111111111111111111111111111111111 0. n Motors Closed Motors Excopdons; 1. Motors In systors Cosigned to use more than ono speed of a mulWapood motor. 2. Motors already lnckrdod In tho offfcloncy roquironionts for HVAC oquipmont (Tables 14.1 or 14.2) . 3. Motors that we an Intogroi part (i,c not easily removed and roplacod of speddizod process equtpnwnt (1.0. oquipment whkh roquIrosi a special motor, such as on oxptoslon•proof motor). 4, Motors Integral too Ilstod plow of oqulpmant for which no qualifying motor hot boon approved (1.o. 1f the only U,L noting for tho equipment Is with o tnuu.offkient moor and there I no energpotfklent motor option). For motors claiming an exception, fist motor and note which exception applies. •. ER 3 600 ffi 1 200 3 800 • • HP IIIIIIMCEMEMIENNI E ` • • 9t► 10 82.8 80x) 76.5 826 80,0 1,6 82.6 84.0 84.0 82.5 84,0 85.5 2.0 84.0 84.0 85.6 04.0 84.0 88.6 3,0 84,0 . 88,6 86A 87,6 87,6 6 0 MUM 87,5 87.6 87,5 87A 07.5 1111 J ems 88.6 80,6 00,6 10 lairja 80A 00.2 89 - 80.5 80.5 16 80.6 01,0 00.2 00.2 01.0 00.2 20 00.2 01,0 01,0 90.2 01.0 00.2 26 01.0 01.7 01.7 01,0 02.4 01.7 30 81.0 X 02.4 01.0 024 91.7 40 91.7 03.0 93.0 91,7 93.0 93.0 60 02.4 03.0 03x) 92.4 03.0 93.0 60 03.0 93.8 93,6 03.0 03.8 93.8 75 93.0 04.1 93. 93.0 94.1 93.6 100 03.0 04.1 I 03,6 94.6 94.1 125 03,6 04.6 04.1 94.6 94,6 94.1 160 03.6 05.0 ICE 06,0 96x) 200 94.6 06,0 04.6 05.0 06.0 95,0 1994 Washington State Nonresidential Energy Code Compliance Form • RECEIVED CITY OF UKWILA JUN 22 2000 PERMIT CENTER • j i PERMIT COORD COPY PLAN REVIEW /ROUTING SLIP ACTIVITY NUMBER: M2000 -136 DATE: 6 -22 -2000 PROJECT NAME: BED BATH & BEYOND SITE ADDRESS: 400 STRANDER BLVD XX Original Plan Submittal Response to Incomplete Letter # Response to Correction Letter # Revision # After Permit Is Issued DEPARTMENTS: Sul dl ing Division II haw 1 -40 Public Works L. 01113.MiNATiON OF COMPLETENES : (Tues., Thurs.) Incomplete ❑ Complete Comments: TUES /THURS ROUTING: Please Route REVIEWER'S INITIALS: APPROVALS PR CORRE TIONS: (ten days) Approved ❑ Approved with Conditions REVIEWER'S INITIALS: goinc !ON ET I : Approved ❑ Approved with Conditions ❑ REVIEWER'S INITIALS: WRROUTE.DOC 5/99 (l• Fire ' Structural Structural Review Required Planning Division Permit Coordinator DUE DATE: 6- 27.2OOQ Not Applicable ❑ ❑ No further Review Required DATE: DATE: DUE DATE: .1 Not Approved (attach comments) El DUE DATE Not Approved (attach comments) DATE: City of Tukt.vila Steven M. Mullet, Mayor Fire Department Thomas P. Keefe, Fere Chief Fire Department Review Control #M2000 -136 (510) Re: Bed, Bath & Beyond - 400 Strander Blvd. Dear Sir: The attached set of mechanical plane have been reviewed by The Fire Prevention Bureau and are acceptable with the following concerns: 1. H.V.A.C. units rated at greater than 2,000 cfm require auto - shutdown devices. These devices shall be separately zoned in the alarm panel and local U.L. central station supervision is required. (City Ordinance #1900) 2. H.V.A.C. systems supplying air in excess of 2,000 cubic feet per minute to enclosed spaces within buildings shall be equipped with an automatic shutoff. Automatic shutoff shall be accomplished by interrupting the power source of the air - moving equipment upon detection of smoke in the main supply -air duct served by such equipment. Smoke detectors shall be labeled by an approved agency for air -duct installation and shall be installed in accordance with the manufacturer's installation instructions. (UMC 608) 3. Duct smoke detectors shall be capable of being reset from the alarm panel. (City Ordinance #1900) All new fire alarm systems or modifications to existing systems shall have the written approval of The Tukwila Fire Prevention Bureau. No work shall commence until a fire department permit has been obtained. (City Ordinance #1742) (UFC 1001.3) Contact The Tukwila Fire Prevention Bureau to witness all required inspections and tests. (UFC 10.503) (City Ordinance #1742) June 26, 2000 Headquarters Station: 444 Andover Park East • Tukwila, Washington 98188 • Phone: 206. 575.4404 • Fax: 206.5754439 Yours truly, City of Tukwila Fire Department Page number 2 4. All electrical work and equipment shall conform strictly to the standards of The National Electrical Code. (NFPA '70) An aisle to and working space shall be provided for each electrical panel. An aisle width not less than 24 inches shall provide access to the panel and 30 inches of working space shall be provided directly in front of the panel. (NEC 110- 16(a), NEC 110- 16(c)) Each circuit breaker shall be legibly marked to indicate it's purpose. (NEC 110 -22) Any overlooked hazardous condition and /or violation of the adopted Fire or Building Codes does not imply approval of such condition or violation. The Tukwila Fire Prevent ior Bureau cos TFD file ncd Steven M. Mullet, Mayor Thomas P. Keefe, Fire Chief Headquarters Station: 444 Andover Park East • Tukwila, Washington 98188 • Phone: 206•S7S•4404 • Fax: 206.575.4439 COMPORT...MECHANICAL INC 6617.80';193RD PL'i AP ! KENT Wk., : 9# . 4,4,1 fu Simms Issued by DEP AND INDU 4S • 4: 1 • . REGISTERED AS PROVIDED BY LAW At CONST CONT SPECIALTY ;pAlb:i # EXP • 'DATE -CCAAdG COMPOMIO1SLA -06/01/2001 EFFECI'I'VE :DATE • '.'; 06/01/1999 45,44 MAODIICTION A. PURPOSE 1) THIS SHEET PROVIDES SOME BACKGROUND INFORMATION ON WHAT INFLUENCED THE DESIGN SHOWN ON THESE DOCUMENTS. 2) ALTHOUGH SOME INFORMATION CONTAINED HEREIN APPLIES TO A SPECIFIC TRADE, IT MAY PROVIDE SOME INSIGHT TO OTHER TRADES. a DSSTRLBUTlON 1) THE PME SHEET SHOULD BE DUPLICATED AND ISSUED TO THE PLUMBING, HVAC AND ELECTRICAL SUBCONTRACTORS ALONG WITH THEIR RESPECTIVE SPECIFIC TRADE DRAWINGS. 2) SOME BBB VENDORS MAY ALSO BENEFIT FROM THIS INFORMATION. SPECIAL REHABS CONCERN., AND LIMITATIONS A. CONSTRUCTION 1) CIRCUITING - THE BUILDING CIRCUITING AND WIRING INCLUDES SOME SUBTLE YET IMPORTANT FEATURES. DO NOT DEVIATE FROM THE WIRING SHOWN WITHOUT SPECIFIC PERMISSION FROM THE BBB PROJECT MANAGER. 2) MOUNTING - NO EQUIPMENT SHALL BE MOUNTED DIRECTLY TO THE UNDERSIDE OF THE ROOF 3) EQUIPMENT - LUNG LEAD ITEMS MUST BE ORDERED PROMPTLY TO ENSURE TIMELY DELIVERIES B. COMMUNICATION 1) NOTIFICATION - THE ARCHITECT SHALL BE NOTIFIED IMMEDIATELY UPON DISCOVERY OF A PROBLEM OR CONFLICT, THE CONTRACTOR SHALL PROMPTLY IDENTIFY ONE OR MORE PROPOSED SOLUTIONS BUT SHALL NOT PROCEED UNTIL SO AUTHORIZED. 2) COORDINATION - COORDINATE THE LOCATIONS AND ORIENTATIONS OF ALL EQUIPMENT WITH OTHER TRADES. CURATORS 1) PENETRATIONS - ROOF AND WALL PENETRATIONS SHALL BE LIMITED TO AREAS IDENTIFIED ON THE DRAWINGS. NO DEVIATIONS SHALL BE MADE WITHOUT WRITTEN CONSENT OF THE ARCHITECT. 2) LOCATIONS - EQUIPMENT SHALL BE LOCATED WITHIN A REASONABLE DISTANCE OF THE LOCATIONS SHOWN. 3) INTERRUPTIONS - IF APPLICABLE, COORDINATE ALL DISCONNECTIONS AND INTERRUPTIONS OF PLUMBING, HVAC, FIRE SUPPRESSION, ELECTRIC AND FIRE ALARM SYSTEMS WITH THE BUILDING OWNER. A SCHEDULE OF INTERRUPTIONS AND SHUTDOWNS SHALL BE SUBMITTED TO THE OWNER AND APPROVAL RECEIVED TWO WEEKS PRIOR TO ANY ANTICIPATED INTERRUPTION. PROVIDE BUILDING -WIDE FIRE WATCH DURING ANS FIRE ALARM SERVICE INTERRUPTION. REACTIVATE FIRE ALARM SYSTEM AT THE END OF EACH WORKING DAY. D. CONTRACTORS' F PONSEIRES I) EXISTING CONDITIONS - ALL CONTRACTORS SHALL m511' THE SITE TO FAMILIARIZE THEMSELVES WITH CONDITIONS PRIOR TO SUBMITTING BID. 2) COORDINATION - EACH CONTRACTOR /SUBCONTRACTOR SHALL COORDINATE HIS WORK WITH ALL OTHER CONTRACTORS AND FIELD CONDITIONS. COORDINATE ALL ROOF PENETRATIONS WITH ROOFING SUBCONTRACTOR, MAINTAINING ROOF WARRANTY IF APPLICABLE. 3) OWNER- SUPPLIED ITEMS (551) - ALL CONTRACTORS /SUBCONTRACTORS SHALL VERIFY REQUIREMENTS BEFORE PROCEEDING WITH THE WORK. 4) SIGNS - FINAL SIGN LOCATIONS AND CONNECTIONS SHALL BE COORDINATED WITH THE SIGN CONTRACTOR. 5) FIXTURE PLAN - VERIFY LATEST FIXTURE PLAN PRIOR TO INSTALLATION OF LIGHTING, DEVICES, ETC., WHICH DEPEND ON EXACT LOCATIONS OF STORE FIXTURES. 6) SUBSTANTIAL COMPLETION - MAKE FINAL CONNECTIONS AND PERFORM STARTUP OF EQUIPMENT FOR COMPLETE AND OPERATIONAL BUILDING UPON COMPLETION. REFER TO ARCHITECTURAL PLANS FOR RESPONSIBILITIES MATRIX. E STA)DARDQATDN n PROTOTYPE - The PROJECT B NOT ONE OF A KID. R B APPLYING SOME CHAAACTERSTCB OF A PROTOTYPE DEMON TO THS SITE N ORDER TO MORAN STANDARDIZATION ALSO, SOME DESIGN DECISIONS WERE BASED ON THE OWNER'S PAST EXPERIENCE. THEREFORE IN SOME WAYS THIS PROJECT REQUIRES STRICTER ADHERENCE TO THE DOCUMENTS THAN NORMAL PROJECTS. 2) PRODUCT STANDARDIZATION NCLUDES A) LIGHTING FIXTURES AND LAMPS B) POINT -OF -SALE SYSTEM C) FIRE ALARM SYSTEM D) HVAC ROOFTOP UNITS E) LIGHTING CONTROLS F) TELEPHONE SYSTEM 5) PLUMBING FIXTURES H) SWITCH GEAR 3) FUNCTIONAL STANDARDIZATION INCLUDE, A) AUTOMATIC INDIVIDUAL CONTROL OF HVAC UNITS B) AUTOMATIC GROUP CONTROL OF INTERIOR LIGHTING C) AUTOMATIC GROUP CONTROL OF OUTDOOR LIGHTING D) AUTOMATIC GROUP CONTROL OF CERTAIN. POWER' F. SPECIAL PURCHASING OR CONTRACTS 1) CONTRACTOR PROVIDED / CONTRACTOR INSTALLED A) TIE FOLLOWNO SYSTEMS REIXRTE MFRASTRUCTII a PROVISIONS BY TIE COHTMCTCR SUCH A8 CONDUT MD'.KMCTION BOXES AND TFE 8YBABA ookeohecre MO WFNO ARE PRO DED BY BBB THROUGH 'A NATIONAL ACCOUNT VENDOR: (1) SECURITY SYSTEM AND'.. WIRING B) THE FOLLOWING REMB ARE FURNISHED BY THE CONTRACTOR TFROUGH A NATIONAL ACCOUNT AOIIELTBNT SERE. THE oweee AND THE V @DOR AND NSTALLED BY THE CONTRACTOR (1) HVAC ROOFTOP UNITS (2) AIR CURTAIN (3) PLUMBING FIXTURES (4) LIGHTING FIXTURES (5) LIGHTING CONTROL SYSTEM (6) SWITCH GEAR 2) CONTRACTOR PROVISIONS - THE FOLLOWING SYSTEMS REOURE IFRMSTRUC T RE PROVISIONS BY THE CONTRACTOR SUCH AS CONDUIT, ,AAIC1)DN BOXES, POWER AHD WINS BUT .TIE OVHiALL SYSTEM EQUIPMENT IS FURNISHED, WIRED AND CONNECTED BY AN OWNER'S SPECIALIST: A) TELEPHONE SYSTEM AND WIRING B) SOUND SYSTEM AND WIRING SOME CODE, AGENCY, + REFERENCE STANDARDS INFORMATION A. GENERAL 1) ENTIRE INSTALLATION SHALL COMPLY WITH ALL LOCAL AND STATE CODES AND OTHER AUTHORITIES HAVING JURISDICTION. 2). THE INSTALLATION SHALL BE IN ACCORDANCE WITH ALL SEISMIC REQUIREMENTS. & APP/CABLE CODES AND TNCES 1) ALL STATE AND LOCAL CODES :ND ORDINANCES, APPLICABLE EDITION 2) NFPA 13 - STANDARD FOR THE INSTALLATION OF SPRINKLER SYSTEMS 3) NFPA 54 - NATIONAL FUEL GAS CODE 4) NFPA 70 - NATIONAL ELECTRICAL CODE 5) NFPA 90A AIR CONDITIONING AND VENTILATING SYSTEMS 6) ASHRAE HANDBOOKS - AMERICAN SOCIETY OF HEATING, REFRIGERATING AND AIR CONDITIONING ENGINEERS. 7) SMACNA HANDBOOK FOR DUCT CONSTRUCTION C. ACCE9191.1T1 1) APPLICATION - THESE DOCUMENTS REFLECT THE DESIGN PROFESSIONALS' INTERPRETATION OF THE APPLICABLE ADA REQUIREMENTS AND OTHER KNOWN FEDERAL, STATE AND LOCAL LAWS, RULES. CODES, ORDINANCES AND REGULATIONS AS THEY APPLY TO THIS PROJECT. 2) EXISTING CONDITIONS - ALL NEW WORK SHALL BE IN ACCORDANCE WITH THE AMERICANS WITH DISABILITIES ACT OR THE APPLICABLE BARRIER FREE CODE, WHICHEVER IS MORE STRINGENT. THE DOCUAEMS A DRAWING ORGANIZATION AND PRESENTATION 1) DRAWING LAST - RE'FEII TO ARCHITECTURAL DRAWNOB FOR DRAWING LIST 2) HOW ROTES ARE USED A) GENERAL NOTES - ONE OR MORE IN LIST FORM WHICH ARE NO1 INDICATED SPECIFICALLY ON A PLAN, SECTION, ELEVATION OR DETAIL B) NOTES FOR THIS DRAWING GENERAL NOTES LOCATED ONLY ON THE DRAWING THAT APPLIES. C) KEY NOTES - USED IN LIEU OF STANDARD NOTES WHERE THEY IMPROVE READABILITY, KEY NOTES ARE GATHERED TOGETHER AND LISTED COLLECTIVELY ON THE DRAWINGS ON WHICH THEY ARE LOCATED. WISCELLANEOUS A) TERMS - THE TERMS 'SHEET', 'DRAWING' AND 'PLAN' ARE USED INTERCHANGEABLY. THE TERM 'PROVIDE' MEANS 'FURNISH AND INSTALL'. B) SCALE - PRINTING OF THE PLANS IS OFTEN REDUCED, 50 A GRAPHIC SCALE IS PROVIDED ON EACH SHEET. DO NOT SCALE ANY DRAWINGS. C) ORDER - EACH SHEET IS SET UP IN A GRID OF BLOCKS. THE NUMBER OF THE DETAIL .BLOCK IS DERIVED FROM ITS POSITION ON THE SHEET, DETAIL 1 IS ALWAYS IN THE LOWER RIGHT CORNER OF THE SHEET, THE NUMBER OF THE DETAIL BLOCK IS INCREASED INCREMENTALLY FROM RIGHT TO LEFT AND FROM BOTTOM TO TOP. 8 SPECIRCATION S 1) TECHNICAL SPECIFICATIONS ARE INCLUDED IN THE PROJECT MANUAL. PROJECT GENERAL NOTES A ALL TRADES n RESPONSIBUTE8 + COORDNATION A) REFER TO PROJECT MANUAL FOR RESPONSIBILITIES REGARDING LOCAL PERMITTING AND UTILITY COMPANY REQUIREMENTS, FEES AND INSPECTIONS. B) SEE ARCHITECTURAL AND STRUCTURAL DRAWINGS FOR ADDITIONAL INFORMATION & DETAILS REGARDING ROOF CURBS AND PENETRATIONS. INCLUDING INSULATING, FLASHING, COUNTERFLASHING. & SEALING, AND COORDINATE WITH THE ROOFING SUBCONTRACTOR. C) ALL EQUIPMENT SHALL BE FURNISHED WITH SHOP DRAWINGS, INSTALLATION GUIDELINES, MAINTENANCE MANUALS, SCHEDULES, TAGS, AND LETTER OF GUARANTEE IN A BINDER (THREE -RING) WITH TABS. ALL EQUIPMENT SHALL BE INSTALLED IN CONFORMANCE WITH THESE DOCUMENTS AND THE EQUIPMENT MANUFACTURER'S RECOMMENDATIONS 0) EACH CONTRACTOR SHALL BE RESPONSIBLE FOR ALL CUTTING AND PATCHING OE ANY WALLS, ROOF, OR FLOOR DURING CONSTRUCTION REQUIRED BY HIS TRADE. OPENINGS WHERE PIPING, DUCTS, CONDUITS, ETC. PASS THROUGH WALLS, FLOORS, OR CEILINGS SHALL BE CLOSED OFF AND SEALED. E) ALL FIELD CONDITIONS AND DIMENSIONS SHOWN ON THE DRAWINGS SHALL BE VERIFIED PRIOR TO SUBMITTING BIDS & PRIOR TO COMMENCEMENT OF WORK (INCLUDING UNIT ORIENTATION). NO ALLOWANCE WILL BE MADE FOR NOT COMPLYING WITH THIS REQUIREMENT. F) MAKE FINAL CONNECTIONS TO OWNER'S EQUIPMENT. 0) HVAC SUBCONTRACTOR SHALL FURNISH ALL HVAC CONTROLS AS REQUIRED. LOW VOLTAGE CONTROLS SHALL BE WIRED BY THE HVAC SUBCONTRACTOR. LINE VOLTAGE CONTROLS SHALL BE WIRED BY THE ELECTRICAL SUBCONTRACTOR. 2) CONSTRUCTION A) PROPER FIRE PROTECTION MEASURES, SATISFACTORY TO THE LOCAL FIRE DEPARTMENT SHALL BE TAKEN WHEN WELDING OR CUTTING WITH TORCHES OR ELECTRIC ARC. B) REMOVE ALL MATERIAL MADE OBSOLETE BY THIS WORK. ALL REMOVED EQUIPMENT, MATERIALS AND DEBRIS SHALL BE LEGALLY DISPOSED OF OFF OF SITE IN ACCORDANCE WITH ALL LOCAL, STATE AND FEDERAL CODES, RULES AND REGULATIONS.' C) THERE SHALL BE NO RIGID CONTACT BETWEEN CONDUIT, PIPES, CEILING WIRES, AND DUCTWORK. 3) DCCU ENTATON A) DUCTWORK AND PIPING LAYOUTS ARE SCHEMATIC DIAGRAMS AND ARE INTENDED TO SHOW GENERAL ARRANGEMENT, SIZE AND CAPACITY AND DO NOT INDICATE WHICH DUCT OR PIPE IS ABOVE OR BELOW THE OTHER. ALL OFFSETS ARE NOT NECESSARILY SHOWNN. CONTRACTOR SHALL ARRANGE AND COORDINATE THE WORK, FURNISH NECESSARY OFFSETS AND FITTINGS TO AVOID CONFLICT WITH OTHER MECHANICAL AND ELECTRICAL SERVICES AND STRUCTURAL AND ARCHITECTURAL ELEMENTS WITHOUT ADDITIONAL COST TO THE OWNER. B) IF AREAS OF CONFLICT ARE ENCOUNTERED, THE ARCHITECT SHALL BE NOTIFIED AND CONTRACTOR'S RECOMMENDATIONS SHALL BE SUBMITTED TO THE ARCHITECT FOR APPROVAL BEFORE WORK HAS BEGUN. B PLUMBING 1) COORDINATE LOCATIONS OF ALL PLUMBING PIPING AND SPRINKLER PIPING TO CLEAR INTAKE LOUVERS. PROVIDE 10' -0" CLEARANCE IN ALL DIRECTIONS FROM VENTS THROUGH ROOF TO OUTSIDE AIR INTAKES. 2) THE FLOOR PLANS AND RISERS DO NOT SHOW ALL VALVES. PROVIDE ISOLATION VALVES AT ALL FIXTURES AND VALVES FOR EACH WATER PIPE SUPPLYING A FIXTURE GROUP FOR EASE OF SERVICE AND MAINTENANCE. PROVIDE ISOLATION VALVE ON EACH UNDERSLAB PIPE BRANCH. AND AT EACH SIDE OF OWNER- SUPPLIED EQUIPMENT, IF APPLICABLE. 3) CONTRACTOR SHALL COORDINATE THE LOCATIONS OF FLOOR DRAINS IN ALL MECHANICAL ROOMS AND STORAGE ROOMS WITH MECHANICAL EQUIPMENT LAYOUT PRIOR TO INSTALLATION OF THE DRAINAGE PIPING. C. HVAC I) A) FABRICATE A) FABRICATE AND INSTALL IN ACCORDANCE WITH SMACNA "HVAC DUCT CONSTRUCTION STANDARDS - METAL AND FLEXIBLE ". B) PROVIDE VIBRATION ISOLATION ON ALL DUCT CONNECTIONS TO FANS AND OTHER EQUIPMENT C) DUCT .SIZES SHOWN ARE CLEAR INSIDE DIMENSIONS. INTERNALLY LINED DUCTS SHALL BE INCREASED IN .SIZE TO MAINTAIN THE NET INTERNAL .SIZE. D) PROVIDE TURNING VANES IN ALL SQUARE ELBOWS, UNLESS OTHERWISE NOTED. E) PROVIDE VOLUME DAMPER ON EACH BRANCH TAKE OFF FROM DUCT MAIN AND ON EACH DIFFUSER. TAKE. OFF FROM BRANCH DUCT OR MAIN. F) FLEXIBLE DUCT CONNECTIONS TO REGISTERS, DIFFUSERS, ETC. SHALL NOT EXCEED 6' -0" IN LENGTH. G) COVER OPEN ENDED DUCTWORK WITH 1 /2 "X 1/2" WOVEN WIRE MESH. 2).EGNMENT A) ALL AIR MOVING DEVICES, INCLUDING BUT NOT LIMITED T0, MR HANDLING UNITS, AIR CONDITIONING UNITS, AND UNIT VENTILATORS MUST COMPLY WITH AMCA STANDARD 210 AND ASHRAE STANDARD 62- 1989. B) UNLESS OTHERWISE NOTED ON THE DRAWINGS, ALL MECHANICAL EQUIPMENT WITHIN THE CONTRACT LIMITS SHALL BE MOUNTED ON VIBRATION ISOLATORS TO PREVENT THE TRANSMISSION OF SOUND TO THE. BUILDING STRUCTURE, VIBRATION ISOLATORS SHALL BE IN ACCORDANCE WITH THE SPECIFICATIONS AND ON ACTUAL WEIGHT DISTRIBUTION OF THE EQUIPMENT FURNISHED. DEFLECTIONS' SHALL BE AS NOTED ON THE EQUIPMENT SHOP DRAWING SUBMITTALS. C) HVAC UNITS IN EXCESS OF 2,000 CFM SHALL BE FURNISHED WITH A SMOKE DETECTOR WITH SAMPLING TUBE TO BE INSTALLED IN THE RETURN AIR STREAM. WHERE SUPPLY MR STREAM DETECTORS ARE REQUIRED BY CODE, PROVIDE SMOKE DETECTOR AND SAMPLING TUBE. HVAC SUBCONTRACTOR SHALL INSTALL AND ELECTRICAL SUBCONTRACTOR SHALL WIRE SAME. 0) GAS -FIRED EQUIPMENT SELECTIONS ARE BASED ON ALTITUDES UP TO 2000 FEET ABOVE SEA LEVEL. EQUIPMENT SELECTIONS FOR ALTITUDES OVER 2000 FEET ABOVE SEA LEVEL SHALL BE CHECKED. AND ADJUSTED IF REQUIRED. E) PROVIDE DECAL FOR EACH ROOFTOP UNIT, WITH MINIMUM 4" HIGH REFLECTIVE LETTERS, TO IDENTIFY EACH UNIT FOR MAINTENANCE PURPOSES. DECAL SHALL BE PLACED ON EACH UNIT ADJACENT TO THE UNIT POWER DISCONNECT SWITCH. F) ROOFTOP HVAC UNITS SHALL BE SUPPLIED WITH COASTAL PACKAGE (COIL COATING, PAINTED RAILS, ETC.) WHEN SITE IS LOCATED WITHIN FIVE (5) MILES OF THE COAST. G) PROVIDE ONE (1) SET OF FARR 30/30 2" DISPOSABLE PLEATED FILTERS IN EACH UNIT FOLLOWING SYSTEM STARTUP AND AFTER PROJECT COMPLETION 3) AAl suRmI ONE SIGNED AND SEALED TESTING AND BALANCING REPORT TO THE REVIEWING AGENCY AND ONE SIGNED AND SEALED TESTING AND BALANCING REPORT TO THE LOCAL BUILDING OFFICIAL PRIOR TO PROJECT COMPLETION. D. 13ECTWCAL ELECTRICAL WRIM1 A) IN GENERAL, BRANCH CIRCUIT WIRING IS NOT SHOWN ON THE PLAN DRAWINGS. NUMERALS ADJACENT TO ITEM SYMBOLS FOR LIGHTING FIXTURES, RECEPTACLES, MOTORS, APPLIANCES, ETC. INDICATE THE CIRCUIT NUMBER TO WHICH THE ITEM IS TO BE CONNECTED. PROVIDE BRANCH CIRCUIT WIRING FOR ALL ITEMS SHOWN IN ACCORDANCE WITH THESE GENERAL NOTES AND THE ELECTRICAL SPECIFICATIONS. B) LIGHTING BRANCH CIRCUIT WIRING, WHERE SHOWN. IS INTENDED TO SHOW SWITCHING ARRANGEMENT OF FIXTURES. C) ALL 1 POLE, 15 AND 20 AMPERE BRANCH CIRCUITS SERVING RECEPTACLES OR LIGHTING SHALL BE 2 WIRE CIRCUITS PROVIDING AN INDIVIDUAL NEUTRAL CONDUCTOR FOR EACH UNDERGROUND (HOT) CIRCUIT CONDUCTOR. DO NOT SHARE NEUTRAL CONDUCTORS. BRANCH CIRCUIT WIRING SHALL BE 2#12, #12G IN 3/4" CONDUIT UNLESS NOTED OTHERWISE. 2) EOIAPNENT OROUPDNG A) HATCH MARKS, IF SHOWN, DO NOT INDICATE GROUND WIRES. GROUND WIRES SHALL BE PROVIDED AS FOLLOWS: B) EQUIPMENT GROUND WIRES SHALL BE PROVIDED IN ALL FEEDERS AND ALL BRANCH CIRCUITS. C) ALL FLEXIBLE METAL OR LIQUID TIGHT CONDUIT CONNECTIONS TO EQUIPMENT MOTORS, TRANSFORMERS, LIGHTING FIXTURES. ETC. SHALL CONTAIN EQUIPMENT GROUND WIRES. FLEXIBLE METAL CONDUIT SHALL NOT BE USED AS AN EQUIPMENT GROUND CONDUCTOR. 0) WHERE TYPE 'MC' METAL CLAD CABLE IS SPECIFIED, THE CABLE SHALL BE EQUIPPED WITH AN INSULATED (GREEN) COPPER EQUIPMENT GROUND WIRE EQUAL IN SIZE TO THE INSULATED CIRCUIT CONDUCTORS. E) ISOLATED GROUND WIRE INSULATION SHALL BE COLORED GREEN WITH A YELLOW STRIPE TO DIFFERENTIATE IT FROM EQUIPMENT OR SYSTEM GROUND WIRES. ,) MIND EETHODS A) GENERAL • IN FINISHED AREAS, CONCEAL ALL WIRING IN BUILDING WALLS, FLOORS, AND ABOVE CEILINGS. CONDUITS MAY BE RUN EXPOSED ONLY WHERE SHOWN SPECIFICALLY ON THE DRAWINGS OR WHERE EXISTING CONDITIONS PRECLUDE CONCEALING. • NO WIRING SHALL BE INSTALLED EXPOSED ON THE OUTSIDE SURFACES OF THE BUILDING(S). • FINAL CONNECTIONS TO MECHANICAL EQUIPMENT, FIXTURES, MOTORS, TRANSFORMERS, INSTRUMENTS, AND CONTROL DEVICES SHALL BE FLEXIBLE CONDUIT. B) BELOW GRADE (UNDERGROUND IN EARTH OR FILL): • SERVICE TRANSFORMER SECONDARY LATERAL AND ALL FEEDERS SHALL CONSIST OF PULLED CONDUCTORS IN CONCRETE ENCASED SCHEDULE 40 PVC CONDUITS. PROVIDE MAGNETIC MARKER TAPE 6" BELOW GRADE. CONCRETE ENCASEMENT SHALL BE 3" MINIMUM ALL AROUND AND BETWEEN CONDUITS. • BRANCH CIRCUITS SHALL CONSIST OF PULLED CONDUCTORS IN DIRECT BURIED SCHEDULE 40 PVC CONDUITS. • MINIMUM BURIAL DEPTH SHALL BE 24 ". • ALL ELBOWS USED `NTH PVC CONDUIT SHALL BE RGS. • REFER TO SITE PLANS FOR ADDITIONAL SITE UNDERGROUND WIRING REQUIREMENTS. C) INDOORS (UNCLASSIFIED): • EXPOSED: DOS CONDUIT. • IN DRY WALLS /ABOVE CEILINGS: EMT CONDUIT. (TYPE MC METAL CLAD CABLE MAY BE USED FOR LIGHTING BRANCH CIRCUITS ABOVE SUSPENDED CEILINGS OR WHEN CONCEALED IN STUD WALLS ONLY). • IF CONCRETE MALLS /FLOORS: RCS CONDUIT. • FINAL CONNECTIONS: FLEXIBLE METAL CONDUIT (LIQUID -TIGHT FLEXIBLE CONDUIT IN DAMP OR WET AREAS). 0) INDOORS CLASSIFIED 'DAMP' OR 'WET' LOCATIONS: • ALL AREAS: FEEDERS AND BRANCH CIRCUITS SHALL CON OF PULLED CONDUCTORS IN RGS CONDUIT. CONNECTIONS TO VIBRATING EQUIPMENT SHALL BE LIQUID TIGHT FLEXIBLE CONDUIT, MAXIMUM 18" IN LENGTH. E) OUTDOORS: • EXPOSED: RGS CONDUIT. • UNDERGROUND: CONCRETE ENCASED SCHEDULE 40 PVC CONDUIT. • FINAL CONNECTIONS: L'UIC -TIGHT FLEXIBLE CONDUIT, MAXIMUM 18" IN LENGTH. F) ALL EXPOSED WIRING AN sIHG ABOVE SUSPENDED CEILINGS SHALL BE PLENUM RATED. ALL EXPOSED WIRING WITH THE EXCEPTION OF FIRE ALARM SYSTEM WIRING SHALL BE WHITE. 5) ALL LOW VOLTAGE WIRING SHALL BE RATED FOR ITS SPECIFIC USE. 4) SWATCHES. BOXES AND E DLOSURES A) DISCONNECT SWITCHES SHALL BE HEAVY DUTY TYPE WITH LOCKABLE HANDLE. ONE MANUFACTURER SHALL BE USED THROUGHOUT THE PROJECT. ACCEPTABLE MANUFACTURERS ARE SQUARE D, GENERAL ELECTRIC, SIEMENS AND WESTINGHOUSE B) CAST OUTLET BOXES SHALL BE USED IN AREAS WHERE CONDUIT IS RUN EXPOSED. C) ELECTRICAL EQUIPMENT ENCLOSURES SHALL BE PROVIDED AS LISTED BELOW UNLESS NOTED OTHERWISE. • INDOORS UNCLASSIFIED AREAS NEMA 1 INDOORS CLASSIFIED 'DAMP'. NEMA i •INDOORS CLASSIFIED 'WET' NEMA 4 •OUTDOORS. NEMA 3R 5) MISCELLANEOUS A) TERMINATIONS (LUGS, TERMINALS, ETC.) ON ALL EQUIPMENT SHALL BE RATED FOR USE WITH 75(0 CONDUCTORS. B ) CONTINUITY. OF EXISTING SYSTEMS AND. CIRCUITS TO REMAIN: SHALL REMAIN INTACT DURING'. AND AFTER CONSTRUCTION. ANY INTERRUPTION OF SERVICE OF ANY KIND SHALL' BE COORDINATED WITH THE OWNER, ARCHITECT, AND OTHER TRADES. C) CONDUIT SYSTEMS FOR DATA SYSTEM SHALL BE 3/4" CONDUIT FOR UP. TO SIX CATS CABLES AND/OR FOR THE EQUIVALENT OF A SINGLE GANG OUTLET BOX. D) PROVIDE. CONDUIT BUSHINGS FOR ALL CONDUIT NIPPLES, SLEEVES AND RUNS FROM WALL BOXES TO ABOVE CEILING. . E) THE ELECTRICAL SUBCONTRACTOR SHALL VERIFY ALL LOW VOLTAGE REQUIREMENTS WITH BBB VENDORS. THE ELECTRICAL SUBCONTRACTOR SHALL PROVIDE CONDUIT WITH PULL STRINGS AS REQUIRED. rn 2_ 0 I 3(p SYMBOL LIST REF.: IDENTIFIER DESCRIPTION 0 CC) ABBREVIATIONS LIST REF.: IDENTIFIER DESCRIPTION AFF AFG BBB BFG CLG DN DWG(S) EM ETR EWC EX FLA FS GPH GPM HP MAX MCA ABOVE FINISHED FLOOR ABOVE FINISHED GRADE BED, BATH AND BEYOND. BELOW FINISHED GRADE CEILING DOWN DRAWING(S) EMERGENCY EXISTING. TO REMAIN ELECTRIC WATER COOLER EXISTING DEGREES FAHRENHEIT FULL LOAD AMPS FLOW SWITCH GALLONS PER HOUR GALLONS PER MINUTE . HORSEPOWER MAXIMUM MINIMUM CIRCUIT AMPS KEYNOTE SYMBOL KEYNOTE WITH LEADER MULTIPLE KEYNOTES APPLYING TO THE SAME ITEM CONNECT TO EXISTING DETAIL IDENTIFIER DRAWING H (WHERE DETAIL IS FOUND) DETAIL 3 SECTION IDENTIFIER DRAWING 3 (WHERE DETAIL IS FOUND) DETAIL 3 ELEVATION IDENTIFIER DRAWING 3 (WHERE DETAIL IS FOUND) DETAIL 3 REVISION NUMBER FOR ADDENDUM REVISION NUMBER FOR CONSTRUCTION BULLETIN AREA OF CHANGE IDENTIFIER DESCRIPTION MFR MH MIN MOD MTD NIC NTS OC PSI ON CENTER POUNDS PER SQUARE INCH PSIG POUNDS PER SQUARE INCH GAUGE PVC POLYVINYL CHLORIDE RLA RUNNING LOAD AMPS RPM REVOLUTIONS PER MINUTE RTU ROOFTOP SDD DUCT SMOKE DETECTOR S0. FT. SQUARE FEET TYP TYPICAL UH UNIT HEATER FILE' CORY f understand that the Plan Check approvals are su b Ct to errors and omissions and approval of plans does not authorize the violation of any of con- adapted code of ordinance plansGacktnoWledged. tractor's copy . eaaa Mt Date Permit No. Qv ?tOO czi MANUFACTURER MOUNTING HEIGHT MINIMUM MOTOR OPERATED DAMPER MOUNTED NOT IN CONTRACT NOT TO SCALE GOY OF TUI(W(LA APP rtOVED JU 2 C{ A.`; BEN (4)ER WECEIVPO er11 OF 11. ,.'MLA MZOOO? T PERMIT f FI'1 DISTRIBUTION: Prototype Version 1.93 81D/ PERMIT DATE: 01/03/00 gL 2 o O 10877 WATSON ROAD ST. LOUIS, MO 63127 PROJECT MANAGERS 2R tii0 9E GR 'MNG tn. 10 E - i :S7,_1/ JA `T c l4LLBNR'fS ROFES' ONAL OF.. RECORD PHONE: 314 -821 -1100 7 -'1 -01 LIC. NO. 0018394 4 (((0 P UMBIN MECHANICAL PLUMBING FIXTURE SCHEDULE NO. FIXTURE MFG. TYPE AND MODEL N0. TRIM NO. SUPPLY PIPE N0. TRAP N0, SUPPORT NO. PIPE SIZES REMARKS TRAP WASTE VENT CW HW P1 WATER CLOSET AMERICAN STANARD AFWALL 2257.103 SLOAN 111YBYC - - JOSAM 14000 - 4" 2" 1 -1/2" - WHITE SEAT: BEMIS #9400SSC. CONFORMS TO ADA WHEN MTD. AT RIM HEIGHT OF 17 ". P2 URINAL AMERICAN STANDARD LYNBROOK 6601.012 SLOAN 180 -1 - - - J.R.SMITH - 2 1 -1/2" 1 - WHITE, PRIVACY SHIELD, 2 WALL HANGERS OUTLET CONNECTION THREADED 4" FEMALE P3 LAVATORY AMERICAN STANDARD AFFINITY 3420.403 CHICAGO 802A -336 MCGUIRE '. 158 '. MCGUIRE 8902 J.R.SMITA ' 1 -1/4X 1 -1/2" 1 -1/2" 1- 1 /2 I 1/2" 1/2" WHITE, COUNTER TOP,: SELF RIMMING GRID DRAIN, METERING HINGED HANDLES P4 MOP RECEPTOR FIAT'. MODEL NO MSB -2424 CHICAGO'. 305 - VB - 'P' -TRAP FLOOR MOUNTED 3" 3 2 3/4" 3/4" 889' -CC MOP HANGER, 832 -AA HOSE /HANGER QDC -3XH 3" QUICK DRAIN CONNECTOR PS ELECTRIC WATER COOLER ELK AY MODEL NO. LIEA -8 -S - - MCGUIRE 8902 WALL HANGER 1 -1/4X 1 -1/2" 1 -1/2" 1 -1/2" i/2 - ADA COMPLIANT WALL MTD.. WHEELCHAIR ACCESS MODEL, STAINLESS STEEL FINISH P6 SINK ELKAY LUSTERTONE LRAD -2219 CHICAGO 786 -E3 - MCGUIRE 8912 COUNTER TOP 1 -1 /2 "X 1 -1/2" 1 -112" 1 -112" 112" 112" SINK DRAIN, P- TRAP WITH CLEANOUT CRUMB -CUP STRAINER P7 WATER HEATER ELECTRIC A.O.SMITH ELSF -10 3/4" 3/4" 10 GALLON, 2 KW, 208/1 PHASE, ENERGY SAVER FD FLOOR DRAIN ZURN Z -415 3" 3" 2" BODY ASSEMBLY WITH TYPE B STRAINER TRAP PRIMER OPTION NOTES: 1 PROVIDE TRAP PRIMERS ON ALL TOILET ROOM FLOOR DRAINS. 2 PROVIDE MCGUIRE PRO -WRAP INSULATING KIT ON TRAPS AND HOT AND COLD WATER SUPPLIES. TO ALL HANDICAPPED LAVATORIES. SEE ARCHITECTURAL DRAWINGS FOR LOCATIONS OF HANDICAPPED FIXTURES. GENERAL NOTES GENERAL NOTES REF 1. THE PLUMBING SUBCONTRACTOR'S SCOPE OF WORK INCLUDES ALL WORK WITHIN BUILDING AND 5' -0" OUTSIDE BUILDING, UNLESS OTHERWISE NOTED. 2. ALL PIPING THAT PENETRATES WALLS SHALL BE SLEEVED AND HAVE ESCUTCHEONS. ANY PENETRATIONS THRU FIRE RATED PARTITIONS SHALL BE SEALED WITH SCOTCH -3M #F5195 WRAP AND #CP25 CAULK AS PER MANUFACTURER'S RECOMMENDATIONS. 3. SLOPE ALL 3" AND 4" SANITARY SEWER PIPING BELOW FLOOR AT 17. MINIMUM. 4. THE PLUMBING SUBCONTRACTOR SHALL COORDINATE LOCATIONS OF ALL PLUMBING PIPING TO CLEAR INTAKE LOUVERS. PROVIDE 10' -0" CLEARANCE IN ALL DIRECTIONS FROM VENTS THROUGH ROOF TO OUTSIDE AIR INTAKES. 5. THE PLUMBING SUBCONTRACTOR SHALL REFER TO THE FIXTURING PLAN FOR COORDINATION OF ALL PIPING, EQUIPMENT, DUCTS, VALVING, AND SERVICE RISERS WITH THE BBB STORE FIXTURING. ALL SYSTEMS SHALL BE ROUTED AND /OR LOCATED AS REQUIRED TO AVOID INTERFERENCE WITH THE STORE FIXTURES. SHELVING. AND RACKING. INSTALLATIONS MADE WITHOUT REGARD TO STORE FIXTURING SHALL BE CORRECTED AT NO ADDITIONAL COST TO BBB. SPECIAL CONSIDERATION SHALL BE GIVEN TO THE STORAGE AND PRODUCT HANDLING ASPECTS OF THE SALES AND RECEIVING DOCK AREAS. SEE STRUCTURAL AND ARCHITECTURAL PLANS FOR MINIMUM MOUNTING HEIGHTS. 6. THE PLUMBING SUBCONTRACTOR SHALL VERIFY UTILITY LOCATIONS AT SITE AND SHALL MAKE CONNECTION TO STUBS ON SITE. 7. THE PLUMBING SUBCONTRACTOR SHALL FILL FLOOR DRAINS WITH WATER UPON COMPLETION OF WORK AND TESTING. 8. ONE WEEK PRIOR TO SUBSTANTIAL COMPLETION THE PLUMBING SUBCONTRACTOR SHALL SNAKE THE SANITARY LINE WITH A VIDEO RECORDING DEVICE. THE PLUMBING SUBCONTRACTOR SHALL NOTIFY THE BBB CONSTRUCTION PROJECT MANAGER OF ANY PROBLEMS AND CORRECT AS REQUIRED. THE PLUMBING SUBCONTRACTOR SHALL SUBMIT ONE COPY OF THE VIDEO TAPE TO THE BBB CONSTRUCTION PR.OJECT MANAGER. HORIZONTAL PIPING SUPPORT REF.; HORIZONTAL PIPE OF THE FOLLOWING MATERIALS SHALL BE SUPPORTED ACCORDING TO THE MANUFACTURER'S RECOMMENDATIONS BUT NOT LESS THAN THE DISTANCES LISTED BELOW. NO PIPING IS TO BE SUPPORTED DIRECTLY FROM THE ROOF DECK. 1. CAST IRON SOIL PIPE - FIVE FOOT (5') INTERVALS EXCEPT WHERE TEN FOOT (10') LENGTHS OF CAST IRON SOIL PIPE ARE USED. TEN FOOT (10') INTERVALS BETWEEN SUPPORTS ARE ACCEPTABLE. 2. STEEL THREADED PIPE - 1 -1/4" IN DIAMETER OR LESS - EIGHT FOOT (8') INTERVALS - 1 -1/2" AND OVER - TEN FOOT (10') INTERVALS. 3. COPPER TUBE - 1 -1/4" OR LESS - SIX FOOT (6) INTERVALS. - 1 -1/2" OR OVER - TEN FOOT (10') INTERVALS. 4. PLASTIC (PVC AND ABS) PIPE - 1 -1/2" OR LESS - THREE FOOT (3') INTERVALS. - 2" OR OVER - FOUR FOOT (4') INTERVALS. 5. EXPOSED - ALL PIPING IN EXPOSED LOCATIONS TO ROUTE ALONG WALLS OR STRUCTURE. SYMBOL LIST REF. IDENTIFIER [ W 0 161 i SV III F" COG WCO CORP 0 1 DESCRIPTION GATE VALVE /BALL VALVE OS &Y GATE VALVE GLOBE VALVE _ CHECK VALVE 1/4" TURN BALL VALVE GAS COCK GAS SOLENOID VALVE UNION DENOTES CLEANOUT FLOOR MOUNTED DENOTES CLEANOUT MOUNTED AT GRADE DENOTES CLEANOUT IN WALL DENOTES L.ZANOUT DECK PLATE WATER METER GAS METER THERMOMETER , ALL HYDRANT FLOOR DRAIN IDENTIFIER - G -- XX DESCRIPTION SANITARY SEWER PIPING BELOW GRADE SANITARY SEWER PIPING VENT PIPING COLD WATER PIPING HOT WATER PIPING GAS PIPING EQUIPMENT DESIGNATION PLUMBING FIXTURE NUMBER 2 00 13cp ABBREVIATIONS LIST REF IDENTIFIER DESCRIPTION BFP Co CODP FCO COG WCO CW EWC DFU FD GPH HB HW HWH HWR INV IW LAV ORD RD RPZ SAN SS ST UR VTR WC WFU WH BACKFLOW PREVENTER CLEANOUT CLEANOUT DECK PLATE CLEANOUT FLOOR MOUNTED CLEANOUT TO GRADE CLEANOUT WALL MOUNTED COLD WATER ELECTRIC WATER COOLER DRAINAGE FIXTURE UNITS FLOOR DRAIN GAS GALLONS PER HOUR HOSE BIBB HOT WATER HOT WATER HEATER HOT WA iER RETURN INVERT INDIRECT WASTE LAVATORY OVERFLOW ROOF DRAIN ROOF DRAIN REDUCED PRESSURE ZONE BFP SANITARY SERVICE SINK STORM URINAL VENT, VENT THROUGH ROOF WASTE WATER CLOSET WATER. SUPPLY FIXTURE UNITS WALL HYDRANT EnagUi 10877 WATSON ROAD ST. LOUIS, MO 63127 PROJECT MANAGERS DISTRIBUTION: Prototype Version 1.99 BID/ PERMIT EEIRNI v PH s DATE: 01/03/00 G . /Dt Y ARCH. PROJECT PROJECT'S 999636 DRAWN: eD0 PROD CHECKED: J GG ti EXPI JA 000 ALBERTS AL OF RECORD -821 -1100 -01 018394 RECEIVER) C1r / OFT /)VWi, G ERAL FORMATION PLU BING WATER DEMAND SUMMARY New CWFU New HWFU Total FU 34 4 38 MAXIMUM DAILY DEMAND 200 GAL /DAY SEWER LOAD SUMMARY DFU 38 ESTIMATED DAILY DISCHARGE 200 GAL /DAY UTILITY LOAD SUMMARIES REF.: 14 NONE Roof Mezzardne 3/4 3/ 4" 3/4" 3/4" r3/4 1/2 " 1/2 ° 1 11/2" '1/2" P3 1 1 P3 3/4" 1/2" P5 1 -1/2" 2" Roof Mazzanhe Flret Floor F EDti FVOOP J L 4 "V.T.R. L 41,2.000 13(1? 3/4" 1 -1/2" 3 /a'k1 T �l 1 1/2 ». 1/2 "I 1/2" .1/2" P3 1 1 P3 1 -1/2" SANITARY RISER DIAGRAM REF.: (Roof 1MF2GG$I8DDe IF6rDit Floor NONE RG'CE 11/ AI) OP/ Or TUN W1LA P844413 r' 1441:.':,, 10877 WATSON ROAD ST. LOUIS, MO 63127 PROJECT MANAGERS OITMMTMN: Prototype Version 1.99 BID/ PERMIT PN3 iT ARCH. PROJECT p BEE PROJECT 999636 DRAWN: CHECKED: PH AO" DR, WANG TIRE: JGG DATE: 01/03/00 l4217/u 1 -01 0018394 PLU BING RISER . IAGRAMS L ri I j , EXISTING EW 3R4"GAS 2"CW- - - - - - - - - - - - - _ • T - 1 EXISTING NEW 1 RTU C) SINGWALL NEW I r 1 ;172TAs Eml-CH GE FA r ; EXISTING RTU 7 1 r - ■1 ' 1 1/2"GAS EXISTING 1 r L 3/4"GIS 1 1 L 3/4"GAS 3/4"GAS 3/4 GAS Ian . 0 () EXISTING 1 EXISTING1 ® 3/4"GAS EXISTING " n EXISTING ! REDUCER RI' •.. EX'S TING 3/4"GAS 1 1/4"GAS 4"GAS 7 3/ EXISTING 0 11 112111 EXISTING 0 0 PLAN VIP NORTH 0 0 NOTES REF f F_EILL__NOLEI 1. SLOPE HORIZONTAL VENT PIPING FROM STACK AT 1/4" PER FOOT (MINIMUM AND TYPICAL) 2. ALL HOT AND COLD WATER PIPING SHALL BE INSULATED PER PROJECT MANUAL. 3. COLD WATER PIPING IN SALES AND RECEIVING AREAS SHALL BE ROUTED AS HIGH AS POSSIBLE IN JOIST WITH ALLOWANCE FOR SLOPE AS REQUIRED. 4. ALL ABOVE GRADE PIPING SHALL BE RUN CONCEALED IN ALL ROOMS AND AREAS WHERE HUNG CEILING IS APPLIED. GFNFRAI DEMOLITION NOTES: 1. ALL DEMOLITION WORK SHALL BE EXECUTED WITH ALL APPLICABLE FEDERAL. STATE AND LOCAL CODES. LAWS AND REGULATIONS. 2. EXISTING EQUIPMENT AND ALL EXISTING UTILITY INFORMATION WAS TAKEN FROM AS-BUILT DRAWINGS. DURING THE BIDDING PERIOD, EACH BIDDING CONTRACTOR SHALL VISIT THE SITE AND FACILITY TO VERIFY ALL EXISTING CONDITIONS, AND VERIFY THE SCOPE OF WORK INDICATED BY ALL CONTRACT DOCUMENTS. FAILURE TO DETERMINE AND.OR ANTICIPATE THE IMPACT OF THE SCOPE OF WORK ON EXISTING CONDITIONS SHALL NOT BE JUSTIFICATION FOR ADDITIONAL COMPENSATION. ANY DISCREPANCIES DISCOVERED IN THE CONTRACT DOCUMENTS SHALL BE IMMEDIATELY REPORTED TO THE OFFICE OF THE ARCHITECT. 3. UNLESS NOTED OTHFR OR INSTRUCTED BY 1 r:11 BATH AND BEYOND CPM. ALL DEMOLISHED MATERIAL AND EQUIPMENT IS TO BECOME THE PROPERTY OF THE CONTRACTOR AND SHALL BE REMOVED FROM THE SITE IN A SAFE AND LEGAL MANNER. NO ON SITE SALE OF MATERIAL IS ALLOWED. 4. ALL MATERIALS, EQUIPMENT, FIXTURES, SYSTEMS AND ACCESSORIES WHICH ARE TO REMAIN IN SERVICE SHALL BE CLEANED, REPAIRED, ADJUSTED, RECONDITIONED AND PLACED INTO PROPER OPERATION. 5. CONTRACTOR SHALL FOLLOW THE PROGRESS OF THE GENERAL DEMOLITION AND REMODELING WORK TO ASSURE THE ACCESSIBILITY AND SAFE, OF EQUIPMENT AND SYSTEMS TO REMAIN IN SERVICE, AND TO PROVIDE FOR THE TIMELY REMOVAL AND/OR RELOCATION OF EQUIPMENT, , . PIPING ETC. ' 6. ALL ABANDONED OR CAPPED HOLES, CURBS OR OTHER OPENINGS IN ROOF OR EXTERIOR WALLS TO BE MADE SECURE FROM ENTRY. • KFY NOTES: (SYMBOLS 0 ,0 ETC.) 1. ALL EXISTING PLUMBING FIXTURES AND TRIM IN DEMOLISHED FACILITIES ARE TO BE REMOVED, INCLUDING ALL EXPOSED 'WASTE, VENT AND WATER PIPING. PLUG SEWER LINES AT A POINT BELOW FLOOR AND ABANDON. ALL EXISTING FLOOR CLEANOUTS AND EXISTING FLOOR DRAINS ON ABANDONED SEWER LINES SHALL BE REMOVED. 2. REMOVE EXISTING GAS PIPING GOING TO EXISTING UNIT HEATER. CUT AND CAP AS SHOWN. 3. GAS PIPING ON ROOF, REFER TO DETAILS ON SHEET P3.1. 4. GAS PIPE DROP TO UNIT HEATER, PROVIDE GAE COCK, DIRT LEG AND FLEXIBLE CONNECTOR (WHERE APPROVED) FULL SIZE OF HEATER (VERIFY). ALL GAS PIPING AND ACCESSORIES TO BE KEPT BETWEEN UNIT AND EXTERIOR WALL ANO SHALL NOT EXTEND BELOW THE BOTTOM OF THE UNIT, 5. PROVIDE GAS COCK, DIRT LEG, REGULATOR AND GROUND JOINT DETAILS UNION CONNECTION FULL SIZE OF ROOFTOP UNIT (VER/FY). SEE ON DRAWING P3.1 FOR ILLUSTRATION. TYPICAL. 6. REMOVE GAS PIPING TO EXISTING ROOF TOP UNITS AND CAP PIPING AT A POINT BEYOND DEMISING WALL. 7. EXISTING FIRE RISER AND DOMESTIC WATER SERVICE TO REMAIN. B. 3/4" CW UP TO HOSE BIBB MTH VACUUM BREAKER AT APPROXIMATELY 6 BELOW AND NEAR ROOF HATCH. 9. EXISTING DOMESTIC COLD WATER LINE TO BE REMOVED BACK TO THE RISER AND CAPPED. 10, TIE NEW 2" DOMESTIC COLD WATER LINE INTO EXISTING LINE THAT IS PRESENTLY FEEDING THE "FUTURE SHOP" AND EXTEND TO NEW BED BATH AND BEYOND TOILET ROOMS AS SHOWN. VERIFY EXACT SIZE AND LOCATION OF EXISTING WATER LINE PRIOR TO STARTING NEW WORK. 1 1 . NEW 4" SANITARY LINE INVERT -3.0. TIE O E S XISTING SANITARY LINE IN THIS AREA. VERIFY EXACT SIZE, LOCATION AND INVERT OF EXISTING LINE PRIOR TO START OF ANY NEW WORK. 12. TIE, INTO EXISTING GAS PIPING AT THIS POINT. EXTEND TO NEW ROOF TOP UNIT AS SHOWN. PI 2000 / 34 Nur,Hyrit) r, oF TUKVALA " Cr. PERMIT CENTER , DISTRIBUTION: DATE: Prototype Version 1.99 01/03/00 BID/ PERMIT aOi ' PaNcIng 1NG TITLE IONAL Or RECORD 314-132I-I100 21-2001 C0018394 REFER TO ARCHITECTURAL DETAILS FOR PIPE PENETRATION ROOF FLASHING DETAILS ROOF NOT USED REF.: PLUGGED 1/8" NPT TEST GAUGE CONNECTION 24 MA GAS PIPING - RUN BELOW ROOF ABOVE BOTTOM CHORD OF BAR JOIST TYPICAL PLUGGED 1 /8" NPT TEST GAUGE CONNECTION PIPE ADAPTOR DIRT POCKET ATTACH 62400 STRUT TO BAR JOIST, SECURE PIPE WITH PIPE CLAMP GAS PIPE ADJUSTMENT AT ROOF OBSTRUCTIONS TYPICAL DIRT POCKET -' CONNECT TO UNIT GAS CONTROLS WITH GROUND JOINT UNION PROVIDE GROMMET FOR WATER -TIGHT SEAL WATTS #DET -5 THERMAL EXPANSION TANK. INSTALL PER MFR'S INSTRUCTIONS ELECTRIC WATER HEATER PRESSURE REDUCING VALVE WITH INTERNAL VENT. I VENT ELBOW DOWN GROUND JOINT UNION GAS COCK WITH PLUGGED 1/8" NPT TEST GAUGE CONNECTION GAS PIPE ADJUSTMENT AT ROOF OBSTRUCTIONS TYPICAL •-STEEL SLEEVE WELD TO STRUCTURE AND FILL WITH WATER PROOF MASTIC PRESSURE REDUCING VALVE WITH INTERNAL VENT. VENT ELBOW DOWN PIPESTAND 10 NONE PIPESTAND GROUND JOINT UNION G. S COCK WITH PLUGGED 1/8" NPT TEST GAUGE CONNECTION REF. ROOFTOP UNIT REF,: 2 MIN. TIP, 3/4" X 1/2" TEE CW SUPPLY AG -500 AIR CAP FITTING TYP. MECH. PIPE 1/2" COPPER TUBING TRAP SUPPLIES ROUTE BELOW FLOOR TO FLOOR DRAIN TRAPS (SEE PLAN) GAS PIPING - RUN ON ROOF GAS PIPING THRU ROOF DETAIL 2" MIN. TIP, Al l � TYP. MECH. PIPE �I ROOF PIPING ON ROOF SUPPORT DETAILS REF.: E DISTRIBUTION UNIT SCHEMATIC DETAIL —TRAP PRIMER i i /2" x 1'1/2" x 1/8" ALL - WELDED STEEL ANGLE MOUNTING SHELF PRIMED &. PAINTED WHITE GLOSS ENAMEL. NOTE: CONTRACTOR SHALL VERIFY ALL MECHANICAL GAS FIRED EQUIPMENT CONNECTION LOCATIONS IN THE FIELD PRIOR TO INSTALLING ANY GAS PIPE MAINS OR BRANCHES. NOTE: CONTRACTOR SHALL VERIFY ALL MECHANICAL FIRED EQUIPMENT CONNECTION LOCATIONS IN THE FIELD PRIOR TO INSTALLING ANY GAS PIPE MAINS OR BRANCHES. GAS PIPING - RUN ON ROOF SECURELY ANCHOR TO WALL STUDS W /MIN, OF FOUR (4) 1/4 "0 STEEL CHROME PLATED ESCUTCHEON AT WALL 1/2" SOV 48" MIN. AFF 19 NONE 14 NONE TRAP PRIMER VALVE WITH INTEGRAL BACKFLOW PREVENTER AND VACUUM BREAKER. PORT. PRECISION PLUMBING PRODUCTS p1 (DU -3). SECURE DISTIBUTION UNIT TO BACKING SHEET BETWEEN STUDS. MOUNT IN MAINT. ROOM 09 NONE MEZZANINE PLAN - WATER REF.: 13 1 /8 " =1' -0 REF.: r $4 4" VENT FROM BELOW "VTR MEZZANINE PLAN SANITARY 12 1/8"=r-0" REF.: NOTES NOTES FOR THIS DRAWING 1. ALL ABOVE GRADE PIPING SHALL BE RUN CONCEALED IN ALL ROOMS AND AREAS WHERE HUNG CEILING IS APPLIED. 2. FLUSH CONTROLS SHALL BE HAND OPERATED AND SHALL BE MOUNTED ON THE WIDE SIDE OF THE TOILET AREAS. 3. ALL HOT AND COLD WATER PIPING SHALL BE INSULATED PER THE PROJECT MANUAL. 4. SLOPE HORIZONTAL VENT PIPING FROM STACK AT 1/4" PER FOOT (MINIMUM AND TYPICAL). 5. ALL ABOVE GRADE PIPING SHALL BE RUN CONCEALED IN ALL ROOMS AND AREAS WITH HUNG CEILINGS. KEY NOTES (SYMBOLS O . O ETC.) 1. 4" VENT THROUGH ROOF (UP IN CHASE THROUGH SECOND FLOOR). OFFSET STACK AT ROOF TO AVOID ROOF FRAMING OF REQUIRED). 2. 2" CW EVN FROM SECOND FLOOR AND 1/2" HW UP THROUGH MEZZANINE FLOOR TO P6 SINK ABOVE. 3. 2" SANITARY FROM P6 (BREAKROOM SINK) DOWN TO FIRST FLOOR CEILING SPACE. RUN IN CEILING SPACE AS SHOWN AND DROP IN WALL AND CONNECT TO SANITARY LINE FROM LAVATORY. 4. PROVIDE 20 "X20 "X9" DEEP GALVANIZED SHEET METAL PAN UNDER WATER HEATER MTH 3/4" DRAIN PIPE ROUTED TIGHT TO WALL AND EXPOSED IN JANITOR'S CLOSET TO MOP SERMCE SINK. TERMINATE DRAIN PIPING AT 2" ABOVE FLOM LEVEL OF MOP SER' SINK. 5. RO, TPAP PRIMER CH'ING BEI , EL_AB FROM JANITOR'S CLOSET - i0 FLJOL JRAIN REFER TC TRAP PRIMER DETAIL, THIS SHEET. PE, 10877 WATSON ROAD ST. LOUIS, MO 63127 PROJECT MANAGERS 11., ._ Y 0 I IT • 1 cc Z 11 d o ,> m � ~ WD m 0 0 V mo c0 LI <6 Ji O prn Q O p Q LU m U L: cO DISTRIBUTION: Prototype Version 1.99 BID/ PERMIT DATE: 01/03/00 C hJIoz ARCH..PROJEGTY BBB P0.0JECTp 999636 DRAWN, /21 PH •B? I JGG /21/20 00016394 LUMBIN ENLARGED PLANS Nf) nFTAII S GENERAL NOTES REF ABBREVIATIONS LIST 10877 WATSON ROAD ST. LOUIS, MO 63127 PROJECT MANAGERS OMTRMUTION Prototype Verslon 1.99 01/03/00 BID/ PERMIT ARCH. PROJECT4 335 PROJECTY 999636 MM WN: CHECNEM DPT MCG PROFES PHON NC TITLE: ONA OF RECORD 316 -321 - 1100 1. COORDINATE ALL SUPPLY AIR OUTLETS, EXHAUST GRILLES, AND RETURN AIR GRILLES WITH ARCHITECTURAL PLANS AND WITH THE ELECTRICAL FIXTURES. 2. ALL TRANSVERSE JOINTS SHALL BE SEALED WITH TAPE OR MASTIC. a TEMPERATURE CONTROLS EXCEPT AS SPECIFIED HEREIN SHALL BE FURNISHED BY MECHANICAL SUBCONTRACTOR AND INSTALLED AND WIRED BY ELECTRICAL SUBCONTRACTOR. EACH ROOFTOP UNIT WILL BE CONTROLLED BY A LENNOX 2051 LOGIC MODULE, FACTORY INSTALLED, AND A REMOTE ZONE SENSOR. THE LOGIC MODULE WILL BE WIRED TO NOVAR ENERGY MANAGEMENT SYSTEM. THE UNIT HEATER WILL BE CONTROLLED BY A WALL MOUNTED THERMOSTAT, BUT WILL BE ENERGIZES AND DEENERGIZED BY NOVAR ENERGY MANAGEMENT SYSTEM. 4. ALL GAS FIRED HEATING EQUIPMENT SHALL BE "LLD" (PILOTLESS) TYPE. MECHANICAL SUBCONTRACTOR SHALL PROVIDE PRESSURE REGULATING EQUIPMENT AS REQUIRED. 5. SMOKE DETECTORS ARE FACTORY INSTALLED IN THE ROOFTOP UNITS. THE FACTORY DEFAULT IS TO SHUT THE UNITS DOWN UPON SENSING SMOKE. THE ELECTRICAL SUBCONTRACTOR SHALL MAKE ALL FINAL POWER CONNECTIONS. FIRE ALARM CONNECTIONS SHALL BE COORDINATED WITH ADT. IONIZATION DETECTORS SHALL BE WIRED BY ELECTRICAL SUBCONTRACTOR. DETECTOR SHALL BE SYSTEM SE /,oOR #DH400ACOC -4 WIRE WITH SAMPLE TUBE AND ONE (1)', NORMALLY' OPEN (6.0.) AND (1) NORMALLY CLOSED (N.C.) CONTACTS! EACH IONIZATION DETECTOR, SHALL BE SUPPLIED WITH AUDIO AND VISUAL DEVICE IF REQUIRED BY LOCAL FIRE MARSHAL. 6. EACH ROOF MOUNTED UNIT SHALL BE PROVIDED WITH FACTORY SUPPLIED ROOF CURB, WHICH SHALL BE PITCHED, AS REQUIRED, TO PROVIDE DEAD LEVEL MOUNTING IN ALL DIRECTIONS. ROOFTOP UNIT MANUFACTURER AND THE MECHANICAL SUBCONTRACTOR SHALL BE RESPONSIBLE FOR COORDINATING ALL DETAILS OF ROOF CURB WITH ROOF CONSTRUCTION. REFER TO STRUCTURAL PLANS FOR SUPPORT AT ROOF OPENINGS. 7. ALL HVAC EQUIPMENT SHALL BE UL LISTED. 8. ALL EXPOSED DUCTWORK DIFFUSERS, GRILLES, HANGERS, ETC. SHALL BE PAINTED BY GENERAL CONTRACTOR. PAINT SHALL NOT EXCEED A FLAME SPREAD OF 25 AND SMOKE DEVELOPMENT OF 50. 9. HOLD ALL SUPPLY AIR DUCTWORK IN THE SALES AREA TIGHT TO UNDERSIDE OF JOIST. 10, ALL DUCTWORK SHALL BE FABRICATED AND INSTALLED TO CONFORM TO SMACNA STANDARDS. 11. VENTILATION REQUIREMENTS: * RETAIL AREA - 0.30 CFM /SO FT OFFICE AREAS - 15 CFM /OCCUPANT TOILET ROOMS - 75 CFM PER WATER CLOSET OR URINAL , / BASED ON ASHRAE STANDARD 62 -1989 21. THE TOTAL SYSTEM CAPACITY IS BASED ON HISTORICAL DATA FROM BBB. 22. THE HVAC SYSTEM CONSISTS OF ROOFTOP GAS', -FIRED HEATING, DX COOLING PACKAGED UNITS. EACH UNIT WILL HAVE A 100 % ECONOMIZER WITH ENTHALPY CONTROLLER. UNITS 10 TONS AND ABOVE SHALL BE EQUIPPED WITH POWER EXHAUST. UNITS 7.5 TONS AND BELOW WILL BE EQUIPPED WITH BAROMETRIC RELIEF. 23. EXHAUST FANS ARE CONTROLLED AUTOMATICALLY. 24. SUPPLEMENTAL ELECTRIC OR GAS HEAT IS PROVIDED IN CERTAIN AREAS. L -� (a) 1' RTU -10 RTU -12 FIRST FLOOR RTU' -8 2600 CFM SUPPLY 2600 CFM RETURN TYPICAL FOR RTU -6''& 10 1 RETAIL AREA D 4000 CFM SUPPLY 4000 CFM RETURN TYPICAL FOR :RTU -1 TO 7,9 & 11 1 (k) L) — PE RTU -2 i FR - TU RETAIL AREA OFFICE AREA R ITU - I q'r RIO -7' a RTU -6 R TU -5 2000 CFM SUPPLY 1660 CFM RETURN 7 y TOILET AREA 975 CFM EXHAUST OFFICE . 0' 7 TOILET ROOMS BREAK ROOM MEZZANINE FIRST FLOOR — {11 SYMBOL LIST IDENTIFIER DESCRIPTION DIRECTION OF FLOW PIPE DROP ON DIRECTION OF FLOW 0 PIPE RISER NEW DUCTWORK XXX XX I A 1250 1 1 SOD 0 2 CFM,f 7J FD SD SYMBOL LIST NOTES: INSULATED FLEXIBLE DUCT VOLUME DAMPER FIRE DAMPER AND ACCESS DOOR SMOKE DAMPER AND ACCESS DOOR MOTOR OPERATED DAMPER EQUIPMENT TYPE EQUIPMENT NUMBER DIFFUSER TYPE CFM QUANTITY CUBIC FEET PER MINUTE THERMOSTAT CONNECT NEW TO EXISTING SUPPLY "I0 FLOW EXHAUST AIR UNDERCUT DOOR DUCT SMOKE DETECTOR 4 WAY CEILING DIFFUSER 3 WAY CEILING DIFFUSER 2 WAY CEILING DIFFUSER EXHAUST GRILLE /RETURN REGISTER 1. SYMBOL LIST SHOWN IS FOR GENERAL REFERENCE ONLY. THE PRESENCE OF A',SYMBOL DOES NOT IMPLY, USE ON THIS PROJECT. REFER TO DRAWINGS FOR SPECIFIC. SYMBOLS USED. HVAC ZONING PLAN FEF: 13 HVAC OCCUPIED /UNOCCUPIED SCHEDULE DAY UNIT OCC MON. -SAT. RTU -1 7: DOA RTU -2 7:00A RTU -3 7:50A RTU -4 7:00A RTU-5 7: 00A RTU -6 7:00A RTU -7 7:00A RTU: 8 7: OOA RTU -9 7:00A RTU -10 7: 00A RTU -11 7:00A UNOCC 11:00P 11: DOE 11:00P 11: OOP 11:00P 11: OOP 11:00P 11:00P 11:00P 11:00P 11:00P DAY UNIT OCC UNOCC SUN. RTU -1 8: 00A 9: OOP RTU -2 8: 00A 9: OOP RTU -3 8: 00A 9: 00P RTU -4 8: 50A 9: OOP RTU -5 8: 00A 9: OOP RTU -6 8: 006 9: ODP RTU -7 8:00A 9: OOP RTU -8 8: 00A 9: OOP RTU -9 8: OOA 9: OOP RTU -10 8: 00A 9: DOP RTU -11 8:00A 9: 00P TEMPERATURE SET POINTS (ALL UNITS): HEAT COOL OCC: 68 74 UNOCC: 58 84 THE SUPPLY FAN IN EACH ROOFTOP UNIT. SHALL RUN 1 CONSTANTLY DURING OCCUPIED MODE AND UPON DEMAND DURING UNOCCUPIED MODE ' NOVAR IS RESPONSIBLE TO COORDINATE ACTUAL STORE OPENING'. AND CLOSING HOURS. OCCUPIED AND, UNOCCUPIED HOURS WILL BE 2 HOURS BEFORE AND 2 HOURS AFTER STORE OPENING AND CLOSING., THE STORE MUST CONTACT THE CORPORATE OFFICE IN ORDER TO CHANGE THE OCCUPIED /UNOCCUPIED TIMES. REF.: IDENTIFIER DESCRIPTION APD AIR PRESSURE DROP BTU BRITISH THERMAL UNITS CFH CUBIC FEET PER HOUR CFM CUBIC FEET PER MINUTE COND CONDENSATE CR CEILING REGISTER CU CONDENSING UNIT DB DRY BULB EAT ENTERING AIR TEMPERATURE EDB ENTERING DRY BULB EER ENERGY EFFICIENCY RATIO ESP EXTERNAL STATIC PRESSURE EWB ENTERING WET BULB EF EXHAUST FAN F DEGREES FAHRENHEIT FT FIRL DXS1PER FPM FEET PER MINUTE G GAS GPH GALLONS PER HOUR GPM GALLONS PER MINUTE LAT LEAVING AIR TEMPERATURE MBH OAI THOUSAND BTU PER HOUR OA OUTSIDE AIR, PSI POUNDS PER OUTSIDE AIR INTAKE .SQUARE INCH PSIG POUNDS PER 'SQUARE INCH GAUGE. RA • RETURN AIR RTU ROOFTOP UNIT SEER SEASONAL ENERGY EFFICIENCY RATIO T THERMOSTAT UH UNIT HEATER. VIC VIBRATION ISOLATION CONNECTION WB WET. BULB WC WATER COLUMN WG WATER GAUGE o 0 RECEIVED 0/TY OF TUKWILA HANICAL L INFORMATION NOTES REF. C n.00CO 10877 WATSON ROAD ST. LOUIS, MO 63127 PROJECT MANAGERS Prototype Version 1.99 01/03100 az=1.1.1 a 1■111. milmm uIlcz PROFESS PHO Nf: ARCH. PRO BBB PROJECTp 999636 EM CZOMIZIM O - - 16/8 30/16 RTU - (EXISTING) 1511570 1 16/8 ■ IMO :en G H 1011570 1 16/8 20/14 6/8 1 S11650 1 811650 1 16/8 MEM ET I 6 00 (E iSTINC) C 24/141 18/12 6/81 Mi Lej ION i I 2i/ ' � 6/8 16/8 8/12 1 S1 1665 1 30/16 18/12 20/14 1 RTU -9 16/8 1 511665 1 -o - AC 5 24/16 - RTU i8 T R8U ;{454545,11 8 1 � ,.. 6 ED (EXISTING) G I L 16/8 6/8 1811650 1 1011650 1 1 650 1 C IMME ■ A E -MME 1- I RTU -4 1511665 RTU-7 `y' OS 30/16 --� e' RTU 1 8 I 1 - (�1541tJ� 30/16 -- ■ =1 16/8 16/8 16/8 30/16- 1 5116 6 5 1 16/8 YM MI N 1511665 1 24/20, 5/8 - - 14/8- 1 1 18/12 1511665 1 18/12 18/12 6/8 r - i n , 1.11. remmemolom 24/16 16/8 18/12 C -11 -E 24/16 "• ; I 1 1 5I STING) 7678 RTU 4 511665 1 116/8 1 5 1665 1 T 18/12 O 30/16 7 6 R6 , (EXISTING) ,a4 1511665, 151 1665 1 1511665 1 SI 16651 �7ttT 16/8 RTU 16/8 18/12 1611665 1 16/6 30/16 1 1 51 1 1 51 1665 1 1511665 1 16/8 6/8 18 12 24/20 1611655 1 i 1 4-12/6 LJ_ 1 16/8 16/8 16/8 r 18/14 24/16 RTU 16/8 ( 18/12 18/12 24/16 RiO 3 (EXISTING) UZI EN 20/14 16/8 18 12 8 (6) RT M■■ 511625 1 S1 665 II RTU -5 (5) CO 16 /8. , (EXISTING) I 18/12 eI® 1 1 1 U -3 N■ 1 111 1 3 1 1 1511625 1 1511665 1 51 665 1511665 1 mom 1 1511665 1 1 16 8 S1 665 665 \ k Asti ink r B� O ( ( E.5 ( 1 5 (324/16 RTU - L ZL 1 1 _I RTU- 1 NOTE: REFER TO DRAWING A1.2 FOR ALL MECHANICAL DEMOLITION. 1 1 s /1s I I _I _ 1 51 57 - 1 1 s1 [57o 1 16/8 S 650 - � � 1 � _ 7 1 - L_1__7�5 RT U c)(9 (� EXISTING) 16/8 24/14 57 650 ® 16/8 LITCH GE49 51 3001 LJ u I':-LL11u T1 [ -1 1511575 1 1I _ -_., --- era - - 7 12/6 O 12/6 � _ 55 250 - � i 6 /8 . 6 6 i 11 S i 575 14 /8 I . 16/8 16/8 18/14 RN 2 I1 15115751 5" 1 1511575 1 ftl (EXISTING) - L T jE� St 250 611625 1 5®30/16_ 1511625 1 1 511665 1 62 16/8 1 PLAN 0 CD 2 NORTH 5.1 NOTES FOR THIS DRAWING 1. DUCTWORK SHALL BE INSTALLED SUCH THAT BOTTOM OF THE DUCT WILL REMAIN AT A CONSTANT ELEVATION. ALL TRANSITIONS WILL OCCUR AT THE TOP OF THE DUCT. 2. DUCTWORK SHALL BE MOUNTED AT A MINIMUM OF 1C-6" AFF TO BOTTOM OF DUCT. 3. BBB HAS ENTERED INTO A NATIONAL ACCOUNT WITH LENNOX. ROOF TOP UNITS SHALL BE AS MANUFACTURED BY LENNOX, NO OTHERS WILL BE ACCEPTED. CONTACT LENNOX AT 1- 800 - 367 -6285 FOR INQUIRIES. 4. ALL SUPPLY AND RETURN AIR DUCTWORK SHALL BE INSULATED ABOVE OFFICE AREA CEILING AND IN ALL VERTICAL CHASES. 5. PROVIDE VOLUME DAMPERS AT ALL BRANCH TAKE -OFFS AND SUPPLY DIFFUSERS. 6. CUT ROOF DECK THE SIZE OF THE SUPPLY AND RETURN DUCT OPENINGS ONLY. THE ROOF DECK AND INSULATION SHALL REMAIN BENEATH THE RTU, WITHIN THE CONFINE OF THE RTU CURB. 7. ALL RECTANGULAR DUCTWORK FROM ROOFTOP UNITS SHALL HAVE 1" INTERNAL DUCT LINER. RETURN AIR DUCTWORK UP BETWEEN JOIST. 8. DUCT SIZES SHOWN ON DRAWING ARE CLEAR INTERNAL SIZES. ALLOW AN ADDITIONAL 2" FOR NTERNAL DUCT LINER. REFER TO PROJECT MANUAL FOR INSULATION MANUFACTURER. 9. REFER TO DRAWING M3.1 FOR DUCT BRANCH TAKE -OFF DETAILS. 10. REMOTE THERMOSTAT S`NSORS SHALL BE LOCAT, ' "' THE BACK OF THE COLI,NS OPPOSITE THE CUSTOMER FLOW COORDINATE EXACT LOCATION IN FIELD WITH BBB REPRESENTATIVE. KEY NOTES (SYMBOLS O 1 . O ETC.) 1. PROVIDE NEW 1" DIAMETER DWV COPPER CONDENSATE DRAIN WITH MINIMUM 2" DEEP SEAL TRAP. DRAIN SHALL EXTEND A MINIMUM OF S -0" ON THE DOWNHILL SIDE OF THE UNIT. CAP ALL UNUSED CONDENSATE DRAIN FITTINGS. TYPICAL ALL NEW AND EXISTING UNITS. WHEN REQUIRED BY CODE, CONDENSATE PIPING SHALL BE EXTENDED AS REQUIRED 70 DISCHARGE INTO THE SANITARY SEWER SYSTEM THROUGH AN APPROVED INDIRECT CONNECTION OR AN APPROVED DRY WELL 2. 4" DIAMETER TYPE O" GAS FLUE UP THRU ROOF. PROVIDE ROOF THIMBLE., TALL FLASHING CONE, STORM COLLAR AND UL STORM PROOF CAP FLUE BY SELKIRK METALBESTOS OR EQUAL. OFFSET FLUE TO RISE MINIMUM OF 10' FROM ROOF EDGE. 3. THERMOSTAT FOR UH -1. MOUNT ON WALL WHERE SHOWN AT 48 "'.. AFF. PROVIDE 2" X4 "' STEEL , CONTROL BOX AND 1/2" EMT CONDUIT FOR THERMOSTAT WRING EXPOSED ON WALL. ROUTE HORIZONTAL PORTION' CONTROL WIRING CONDUIT AS HIGH AS POSSIBLE TO UNIT HEATER. 4. MOUNT BOTTOM OF UH, PIPING AND ACCESSORIES AT 14 -0" AFF' MINIMUM CLEARANCE. 5. PROVIDE EXPANDED METAL MESH SCREEN WITH MINIMUM OF 80% FREE AREA IN RETURN AIR DUCT OPENING. 6. PROVIDE NEW 'DUCT DROPS FULL SIZE FROM NEW & EXISTING UNIT CURB OPENING. TRANSITION AS REQUIRED TO DUCT SIZE SHOWN ON PLANS. TRANSITIONS SHALL BE MADE IN ACCORDANCE WITH SMACNA STANDARDS. VERIFY RTU CURB OPENING SIZES AND CONFIGURATION WITH RTU MANUFACTURER, 7. MECHANICAL SUBCONTRACTOR SHALL PROVIDE A LAMINATED PLAN OF RTU LOCATIONS AND MOUNT ON WALL ADJACENT TO NOVAR. 8. RELOCATED UNIT HEATER. REFER TO DRAWING A1.2 FOR EXISTING LOCATION. !'12000 l3(, CITY OF'FUK:�; �.,7 MEN HANICAL F nna PI ON 10877 WATSON ROAD ST. LOUIS, MO 63127 PROJECT MANAGERS DOTRl9 M Prototype Version 1.99 BID/ PERMIT 1: Ii ARCH. PROJEC 999636 DRAWN DPT CHECKED DATE: CHANICAL J1 G(:Fn PI AMR 01/03/00 la ( lot BBB PROJECTN MCG AC86 1 DUCT LINER ILII 0 3 12/12 8 / 8 NOTES REF.: NOTES FOR THIS DRAWING 1. FLEXIBLE DUCTS SHALL BE INSTALLED TO PROVIDE SWEEPING CONFIGURATION WITH NOT LESS THAN MANUFACTURER'S RECOMMENDED BEND RADIUS WITHOUT UNDUE RESTRICTIONS, BUT NOT CREATING UNNECESSARY SAGS OR CURVES. FLAT SUED TO SUSPEND BENDING MATERIAL NOT LESS THAN 1 -1/2" WIDE SHALL BE FLEXIBLE DUCTS. DUCTING FURNISHED WITH FACTORY INSTALLED GROMMETS SHALL BE SUSPENDED BY WIRES ATTACHED TO GROMMETS. REFER TO PROJECT MANUAL. KEY NOTES (SYMBOLS Q , O ETC.) 1. SUPPLY DUCT SHALL DROP IN CHASE TO FIRST FLOOR. 2 MOUNT REMOTE THERMOSTAT SENSOR FOR RTU -12 IN THIS AREA. 666 CONFIRM WITH BBB REPRESENTATIVE. 3. 12 "X12" DUCT UP TO EF -1. 4. 14 "X10" EXHAUST DUCT UP THROUGH SECOND FLOOR TO EF -1. 5. 12 "X10'" RETURN AIR DUCT UP THROUGH SECOND FLOOR TO RTU -12. M 00 I 1 3 6, fLCi IVi II H PERMIT CENi .. R .' UMW I — % -- F757'1 �� TYPICAL FOR SUPPLY & RETURN RECTANGULAR TAKE -OFFS FOR TWO OR MORE AIR DEVICES ■ UMW= ®M4 I 14 DUCT LINER INTERRUPTION = 1,a II L I , /g ��� ~� t -� ', RETURN AIR i DUCT PER SMACNA STANDARDS ALL AROUND ABRUPT 45' MANUAL VOLUME DAMPER • I • 1 '� �� n .LAB RECTANGULAR DUCT BELLMOUTH ENTRANCE PER SMACNA STANDARDS - „ COVER R.A. OPENING WITH EXPANDED METAL MESH WITH A MIN. 805 EPEE AREA. j ®� i' 10 L .1 ) r , 1 11 10 ®® LEAD -IN BRANCH TAKE-OFF _` 1/4 OF W / (4" MIN) BRANCH DUCT �— (RECTANGULAR) -- - - '. - E - 521 150 II ... �___.__�__-__-___ - - 4 I X 4/10 / --t V 8s A o ` Ii _ � ._ - I ....... ■ril■ + 1 -8-42 8 /' g: jail _o� ►_�iI • 14, 10 BRANCH DUCT TAKE -OFF DETAILS 19 TYPICAL RA DUCT OPLwiNG DET;'JL 18 - IIIB „ 1 _' 4 10 I�' REF.. NONE REF.: NONE ROUND S VOLUME DAMPER METAL DUCT 3/8 LOCKING QUADRANT WITH (0 +2) X (D +2) X (D +2) '.DIFFUSER PLENUM WITH '.. POSSIBLE. O '... AND END BEARING RECTANGULAR MAIN SUPPLY AIR DUCT W/1" INTERNAL DUCT LINER. 1" LINER OR DIFFUSER NECK SIZE (WHICH EVER IS LARGER)'. '.. RECTANGULAR DUCT ' � - -� � -HARD CONNECTION 1 11111r IIIIIIIIIIII FLEX DUCT THAN NECK /COLLAR DIMENSION TO ALLOW FOR CONNECTION W/O FISH MOUTHING NOTES: 1. PROVIDE INSULATED TRANSITION ROUND TO SQUARE IF REQUIRED AT DIFFUSER /REGISTER. 2. PROVIDE DUCT MOUNTED. VOLUME DAMPER WHENEVER TRY TO AVOID NECK DAMPERS. DIA. °D" /rrll\ CEILING SPIN -IN COLLAR CIRCULAR WITH FLARED CLAMP SHOULDER NOTE: SUPPLY AIR DIFFUSER WITH 1, SEE FLOOR PLANS AND SPECIFICATIONS SQUARE NECK. SEE DIFFUSER FOR DUCT INSULATION REQUIREMENTS. SCHEDULE FOR FRAME TYPE, 2. MAXIMUM FLEXIBLE DUCT LENGTH SHALL BE 4" -0" CONFIRM CEILING TYPE ON ARCHITECTURAL PLANS. SUPPLY AIR DIFFUSER 14 SALES FLOOR DIFFUSER MOUNTING 13 MEZZANINE PLAN 12 REF.: NONE REF.: NONE REF.: 1 /8' "_1' - 0" NOTE: UNIT BASE EQUIPMENT SHALL BE ANCHORED TO WITHSTAND TOTAL WIND LOAD AT 120 MPH EXISTING ROOFTOP UNIT AIR CURTAIN CABLE TIE MC CABLE TO ALL - THREAD AUTOMATIC ALL- FASTENED FASTENED DOOR THREAD, TYPICAL TO BAR JOIST � l I i,1!I /.�a CONTACTS (4) OR DISCONNECT l■ •V 1 .I PLACES MINIMUM UNISTRUT AS ' AT BAR JOIST EMT A / REQUIRED . S 4 14/10 Et 1225 NEW SUPPLY AND RETURN AIR DUCTS SHALL BE SAME SIZE AS ROOF EX: CURB DUCT OPENINGS. TWO (2 }/12- 24 --- 1 " -t HWH TE 5 THRU CURB TO ATTACH STRAP TO CURB. NAILER STRIP CURB SHIM AS REQUIRED TO LEVEL UNIT 7 Ir \\ TWO (2 / SCR 1/4" I 7�K 5 SCREWW S 16 G.A. 090 GALV. STEEL STRAP IR 2' -0" O.C. RIGID INSULATION / ROOF r & CANTS BY G.C.C. _ 12 10 / -- 8 6 / / / / / / / / / // // / / ///%%%%%%/// i Y 1 r /_ ° I _- WOOD JOIST (TYP.) SIZE � � • t ,- 10 �7�■ 5/ - II _IS21 'A 8� 1 SPACER BLOCK RTU FRAMING, .REFER ARCH. AND STRUCT PLANS ST ROOF DECK 52 120 __ ° ' gm 1 �� m BOLTS, NUTC AND WASHERS CO ®24" O.C. MIN WAS THREE (3) PER UNIT SIDE TURNING VANES BRANCH DUCT SEE PLAN FOR 0 -te"I' _ - g /g gam ■ msza ;= ®E � . �•�_. N_ �m EQUIPMENT /CURB ANCHORING 10 ROOFTOP UNIT SECTION 09 I ®� �� ' � REF.: NONE REF.: NONE Mot NEW CONDENSATE TRAP WITH MINIMUM 4" DEEP SEAL TRAP AND VENT -_ EXISTING ROOFTOP UNIT NEW FLEXIBLE CONNECTION ON RETURN AND SUPPLY DUCTS FROM FULL SIZE , 14 . , I 111■1i : 1 Et �5 II - 'l a �� y ,.. ,1 •I ` � S2 100 1 S U ROOF INSULATION ROOF NEW DUCT DROP EX. ROOF CURB DUCT OPENING 14/10 DN FROM MEZZ. ''.. WOOD JOIST (TYPICAL) - -- SUPPLY DUCT AS NOTED ON PLANS RETURN AIR DUCT BEYOND TURNING VANE (TYPICAL) NOTE OPPOSED BLADE DAMPER (TYPICAL) 10877 WATSON ROAD ST. LOUIS, MO 63127 PROJECT MANAGERS DOTRl9 M Prototype Version 1.99 BID/ PERMIT 1: Ii ARCH. PROJEC 999636 DRAWN DPT CHECKED DATE: CHANICAL J1 G(:Fn PI AMR 01/03/00 la ( lot BBB PROJECTN MCG AC86 ROOFTOP UNIT SCHEDULE ID MANUFACTURER MODEL NO. AREA SERVED SUPPLY FAN GAS HEAT COOLING COIL COMPRESSORS ELECTRICAL EQUIP EER /IPLV /SEER OPER WEIGHT LBS ACCESSORIES REMARKS TOTAL CFM MIN OA CFM ESP MOTOR INPUT MBH OUTPUT MBH NOMINAL TONS TOTAL MBH SENS MBH EAT NO RLA IN. W.G. HP DB /WB VOLTS PHASE HERTZ FLA RTU'S 1 - 11 (EXISTING) LENNOX EXISTING R1U5 1 -8 SHALL BE RETROFITTED WITH NEW NOVAR 2051 MODULES, WHICH WILL BE SUPPLIED BY BED BATH AND BEYOND AND INSTALLED BY THIS CONTRACTOR. 4 80 3 60 EXISTING RTU'S 1 -11 TO REMAIN AND BE REFURBISHED. SEE EXISTING RTU SERVICE AND REPAIR NOTES ON THIS S4 EET. SEE THIS PLAN FOR CAPACITIES, OUTSIDE AIR QUANTITIES, ELECTRICAL DATA AND MODEL N UMBERS OF EXISTING RTU'S. RTU -12 LENNOX LGAO6OH OFFICE 2000 260 D.5 1.5 125 98.7 5 63.9 48.7 80/67 1 9 480 3 60 14.8 10.3/ -- -/12.0 792 1,3,4,5,6,7,8,9,10,11 1 THRU 11 NOTES: ACCESSORIES L STATIC PRESSURE INDICATED ABOVE 15 THE EXTERNAL STATIC PRESSURE WHICH EXCLUDES ANY PRESSURE DROPS WITHIN THE UNIT. 1. FACTORY INSTALLED ECONOMIZER (IAQ READY) WITH BAROMETRIC RELIEF, 2. UNITS SHALL BE OF SINGLE WALL CONSTRUCTION. UNITS SHALL BE COMPLETE WITH SIDE OUTLET DRAIN, ACCESS DOORS AND LIGHTS. DIFFERENTIAL ENTHALPY CONTROL AND HOOD. 3. CONTRACTOR TO ENSURE THAT OUTDOOR AIR INTAKES ARE A MINIMUM OF 10' -0" AWAY FROM ANY EXHAUST FAN DISCHARGE, 2. POWER EXHAUST PLUMBING VENT OR OTHER CONTAMINANT SOURCE. 3. FILTERS 4. MAXIMUM AIR VELOCITY THROUGH COOLING COIL SHALL NOT EXCEED 500 FEET PER MIN. 4. ROOF CURB - 14" HIGH 5. PROVIDE 4 SIDED FACTORY ROOF CURB SUITABLE FOR SEISMIC CONDITIONS OF PROJECT LOCATION. 5. BOTTOM POWER ENTRY KIT 6. ELECTRICAL CONNECTION TO BE SINGLE POINT AND TO BE THROUGH THE BOTTOM OF THE UNIT. 6. SMOKE DETECTORS S.& R.A. FACTORY INSTALLED 7. REGULATOR TO RECEIVE 7" WC GAS PRESSURE FROM MAIN. 7. DISCONNECT SWITCH (NON FUSED), FACTORY INSTALLED 8. PERFORM TESTING AND BALANCING AND SUBMIT REPORTS TO THE ENGINEER IN ACCORDANCE WITH SPECIFICATION. 8. SERVICE OUTLETS (GFCI TYPE, FACTORY MOUNTED, FIELD WIRED BY ELC) 9. REFER TO ROOF FRAMING PLAN FOR EXACT LOCATION OF ROOFTOP UNITS. 9. EQUIPMENT OPERATIONAL CHECK (ESC) RECU:RCD ON UNITS, COORDINATED 61 LENNOX NATIONAL ACCOUNTS. 10. LENNOX INDUSTRIES NATIONAL ACCOUNT REPRESENTATIVE: 1 800 - 367 - 6285 10. BURGLAR BARS 11. MECHANICAL SUBCONTRACTOR SHALL AFFIX UNIT DESIGNATION DECAL ON UNIT (SEE PME1.1) 11. 2051 LOGIC MODULE AND ZONE TEMPE.T :TORE SENSORS. EXHAUST FAN SCHEDULE ID MANUFACTURER MODEL NOT TYPE DRIVE CFM'. FAN RPM S . MOTOR SERVICE ,.,. INTERLOCKED WITH WEIGHT (LBS) ACCESSORIES'. REMARKS (IN. W.G.), HP VOLTS PHASE, HZ EF -1 COOK ACE- 5- 120C175 ROOF DIRECT 975 1075'.. 3/8 1/3 + 120 1,2,3,4,5,6,7 60 TOILET /BREAK ROOM,; GCS16.- 1353 -270'. 67 1,2,3,4 1 THRU 4 480 3 RTU -5 GCS16- 1353 -270'. 5694M01271 1200 4000 480 RTU -6 GCS16- 1353 -270 5694M01241 1200 4000. 480 3 RTU -7 NOTES ACCESSORIES ALL FANS HAVE A DISCONNECT SWITCH. 1. PRE -FAB CURB 2. ALL MOTORS UNDER 1/2 HP SHALL BE 120V, 1 PHASE. ALL MOTORS 1/2 HP AND OVER SHALL BE 208V, 3 PHASE.'. 2. DISCONNECT SWITCH 3. ALL BELT DRIVEN FANS SHALL HAVE VARIABLE PITCH MOTOR PULLEYS. 3. BIRD SCREEN 4. SEE SPECIFICATIONS FOR OTHER ACCESSORIES. 4. BACKDRAFT DAMPER DIFFUSER, REGISTER AND GRILLE SCHEDULE D' MANUFACTURER MODEL SIZE DESCRIPTION REMARKS 51 TITUS TDCA SQ. NECK PHASE STEEL. CEILING. 1,2,3,4,5,6,7 52 TITUS TDCA RD. NECK 480 STEEL. CEILING. 1,2,3,4,5,6,7 R1 TITUS 505 4000 STEEL. CEILING. 1,2,3,4,5,67 El TITUS 25RL 1200 STEEL. CEILING. 1,2,3,4,5,6,7 NOTES ROUND NECK SIZE SCHEDULE 1. FLEXIBLE DUCTS CONNECTING THE DIFFUSERS SHALL BE FULL SIZE OF NECK DIAMETER, UP TO 175 CFM - 6" DIAMETER 2. MAXIMUM NOISE CRITERION RATING < 25 DBA 176 TO 275 CFM - 8" DIAMETER 3. BAKED ENAMEL FINISH, COLOR TO BE SELECTED BY ARCHITECT. 276 TO 380 CFM - 10" DIAMETER 4. DIFFUSERS SHALL BE 4 -WAY BLOW UNLESS OTHERWISE INDICATED ON PLANS. 381 TO 500 CFM - 12" DIAMETER 5. MOUNTING FRAME TYPE SHALL BE COORDINATED WITH CEILING CONSTRUCTION TYPE. 501 TO 700 CFM - 14" DIAMETER 6. NECK DIAMETER SHALL BE AS SCHEDULED IN TABLE 1. 701 TO 1000 CFM - 16" DIAMETER 7. PROVIDE DIFFUSER BOX FOR SIDE INLET TO CEILING DIFFUSER AND EXHAUST GRILLES BELOW MEZZ. FLOOR. 1001 TO 1500 CFM - 20" DIAMETER EXISTING RTU LIST RTU NUMBER EXISTING LENNOX OUTSIDE AIR ELECTRICAL MODEL NUMBER SERIAL 'NUMBER MIN. MAX. VOLTS PHASE RTU -1 GCS16 -1353 -270 5694M01273 1200 4000 480 2 RTU -2 GCS16- 1353 -270 5694M01239 1200 4000 480 3 RTU -3 GCS16 -1353 -270 5694M01240 1200 4000 480 RTU -4 GCS16.- 1353 -270'. 5694M01272 1200 4000 480 3 RTU -5 GCS16- 1353 -270'. 5694M01271 1200 4000 480 RTU -6 GCS16- 1353 -270 5694M01241 1200 4000. 480 3 RTU -7 GCS16- 1353 -270 5694M01270 1200 4000 480 3 RTU -8 05524 -813 -130 5694604151 700 2600 480 3 RTU -9 GCS16- 1353 -270 5694L01705 1200 4000 480 3 RTU -10 GCS24 -813 -130 5654504143 700 2600 480 3 RTU -11 GCS16- 1353 -270 5694L01701 1200 4000 480 AIR CURTAIN 10 MANUFACTURER MODEL N0. CFM ELECTRIC HEAT MOTORS HP VOLTAGE PHASE AMPS LENGTH WEIGHT REMARKS AC -1 POWERED AIRE CED 2 -72E 2159/1936 20 KW 2 1/2 208 3 55.4 72" 172 LBS NOTES: 1. MANUFACTURER TO PROVIDE DRY CONTACTORS TO INTERLOCK AIR CURTAIN WITH AUTOMATIC DOORS. ARCH, PROJECT,' BBB PROJECT,' 999636 199 ALBERTS ZONAL OF RECORD 314 -B21 -1100 EXISTING RTU SERVICE NOTES THE FOLLOWING NOTES AND REQUIREMENTS APPLY ONLY TO EXISTING ROOFTOP HVAC EQUIPMENT WHICH SERVES BED BATH AND BEYOND. THE ELEVEN (11) EXISTING LENNOX ROOFTOP UNITS SERVING THE SALES AREA SHALL BE STARTED, ADJUSTED, TESTED AND BALANCED TO ACHIEVE THE SPECIFIED SUPPLY CFM SHOWN ON THIS DRAWING. PROVIDE DATA IN THE FINAL TESTING AND BALANCING REPORT REGARDING THE CFM, STATIC PRESSURES, MOTOR AND FAN RPM'S, MOTOR AMPS AND VOLTS FOR EACH UNIT. IT IS INTENDED BY THESE SPECIFICATIONS AND BY THIS CONTRACT THAT ALL MINOR REPAIRS, RECONDITIONING, CLEANING, PARTS REPLACEMENTS AND COMPONENT REPLACEMENTS REQUIRED TO PLACE THE EXISTING HVAC UNITS INTO PROPER OPERATION IN ALL MODES , MLl BE INCLUDED WITH THE BASE BID. BIDDER'S FAILURE TO INCLUDE ALL WORK IN HIS BID SHALL NOT BE JUSTIFICATIONS FOR ADDITIONAL COMPENSATION AND /OR FAILURE TO COMPLETE THE NECESSARY AND SPECIFIED WORK. GENERAL WORK SHALL INCLUDE, BUT SHALL NOT BE LIMITED, TO THE FOLLOWING ITEMS ON ALL EXISTING ROOFTOP UNITS. - FURNISH /INSTALL NEW THROWAWAY FILTERS, NUMBER AND SIZE AS REQUIRED. - POWER -WASH ALL EVAPORATOR COILS AS REQUIRED TO REMOVE ALL DUST, DIRT. AND ADHERED FOREIGN MATERIALS. WASHING SHALL BE DONE AT A TIME AND IN A MANNER 10 PREVENT WATER OR OTHER. DAMAGE TO THE BUILDING. - REPLACE ALL FAN BELTS ON ALL UNITS. - PROVIDE TOUCH -UP PAINT ON ALL EXPOSED HOUSINGS. REPAIR DAMAGED HOUSING PANELS AND REPLACE. ALL MISSING FILT,RS. - REPLACE AND; OR CLEAN ECONOMIZER AIR FIL,RS. - CLEAN EVAPORATOR PANS NOTE; EXISTING RTU'S HAVE NOT HAD A MECHANICAL SURVEY. DURING THE GENERAL SERVICING OF EXISTING RTU'S ANY DEFICIENCES ARE DISCOVERED, IDENTIFY DEFICIENCES WITH OWNER REPRESENTATIVE PRIOR TO REPAIR. 55c5IVFD CITr OF TUKWILA 966 (IE6TF.H 10877 WATSON ROAD ST. LOUIS, MO 63127 PROJECT MANAGERS DISTRIBUTION: Prototype Version 1.99 BID/ PERMIT 255 ME r HANICAL S DATE: 01/03/00 Vth w w 0_ LLJ a II N APPLY UNLESS NOTED OTHERWISE ON STRUCTURAL DRAWINGS CODE: COMPLY WITH 1964 UNIFORM BLDG CODE. SEISMIC: Z = 1, V =O.IW, WIND: 15 p.s.F. MECHANICAL LOADS: SEE PLANS. GENERAL STRUCTURAL NOTES LIVE LOADS. PER CODE. FOR EXCEPTIONS d CLARIFICATION, SEE PLANS. SHOP DRAWINGS: 1. THE CONTRACTOR SHALL INCLUDE IN HIS BID ALL COSTS ASSOCIATED WITH COMPLIANCE OF THE FOLLOWING PRE -SHOP DRAWING MEETINGS): A. GONTRAGTOR SHALL SCHEDULE & CARRY OUT PRE -SHOP DRAWING MEETINGS WITH THE PROJECT STRUCTURAL ENGINEER. B. ALL SUCH MEETINGS SHALL BE HELD AT KPFF OFFICE. G. EAGH TRADE DETAILER REQUIRED TO SUBMIT SHOP DRAWINGS FOR STRUCTURAL REVIEW SHALL PARTICIPATE. 2. THE STRUCTURAL SHOP DRAWING REVIEW 15 INTENDED TO HELP THE ENGINEER VERIFY HIS DESIGN CONCEPT. THIS REVIEW 15 ONLY FOR GENERAL CONFORMANCE WITH THE DESIGN CONCEPT AND DOES NOT RELIEVE THE CONTRACTOR FROM COMPLIANCE WITH DESIGN DRAWINGS & SPEGIFIGATIONS ALL OF WHICH HAS A PRIORITY OVER THESE SHOP DRAWINGS. CONTRACTOR 15 RESPONSIBLE FOR CONFIRMED & CORRELATED DIMENSIONS, FABRICATION PROCESSES, MEANS, METHODS, TECHNIQUES, SAFETY, AND COORDINATION OF THE WORK WITH OTHER TRADES. IT 15 THE CONTRACTOR'S RESPONSIBILITY TO CHECK HIS OWN SHOP DRAWINGS AND T1-1055 OF HIS SUBCONTRACTORS. 5. THE STRUCTURAL SHOP DRAWINGS WILL BE RETURNED FOR RESUBMITTAL IF NOT CHECKED BY CONTRACTOR OR A CURSORY REVIEW SHOWS MAJOR ERRORS WHICH SHOULD HAVE BEEN FOUND BY THE GONTRAGTOR'S GHEGKING. ALL SHOP DRAWINGS SHALL INCLUDE PLAN LAYOUTS SHOWING LOGATIONS OF ITEMS DETAILED ON THE SHOP DRAWINGS. ANY CHANGES, SUBSTITUTIONS, OR DEVIATIONS FROM THE CONTRACT DOCUMENTS SHALL BE CLOUDED BY MANUFACTURER OR FABRICATOR. ANY OF THE AFOREMENTIONED WHICH ARE NOT CLOUDED OR FLAGGED BY SUB- MITTING PARTIES, SHALL NOT BE CONSIDERED APPROVED AFTER ENGINEER'S REVIEW UNLESS NOTED ACCORDINGLY. 4. GONGRETE MIX DESIGNS: SUBMITTALS SHALL BE PREPARED BY OR CERTIFIED TO CONFORM TO AGI CODE BY AN I ,DEPENDENT TESTING LABORATORY PRIOR TO SUBMITTING TO ARCHITECT. EACH SEPARATE MIX DESIGN SHALL BE INCLUDED WITH A COVER LETTER INDICATING ALL LOCATIONS ON THE PROJECT WHERE THE MIX WILL BE USED. 5. THE. FOLLOWING SHOP DRAWINGS. ARE NOT REQUIRED' FOR SUBMITTAL, FOR STRUCTURAL REVIEW: A. SHORING AND BRACING. B. WINDOW MULLIONS AND ARCHITECTURAL ITEMS NORMALLY ENGINEERED BY THE CONTRACTOR. G. SLAB ON GRADE REBAR AND SPREAD FOOTINGS REBAR. D. STRUCTURAL STEEL MILL REPORTS. 6. FOLLOWING SHOP DRAWINGS & CALCULATIONS WHEN APPLICABLE, ARE REQUIRED FOR SUBMITTAL FOR STRUCTURAL REVIEW. A. MISCELLANEOUS STRUCTURAL STEEL. B. SPLICED REINFORCING. G. LOCATION OF CONSTRUCTION AND SHRINKAGE CONTROL JOINTS. D. WELDER'S CERTIFICATION 1. ANY RESUBMITTAL OF A DETAIL SHEET WITH ADDED INFORMATION SHALL BE ACCOMPANIED BY LOCATION PLAN IDENTIFYING THE MEMBERS INVOLVED, AND 05050)N6, AROUND ADDED INFORMATION. 8. DIMENSIONS WILL NOT BE CHECKED. DIMENSION CHECKING AND CHECKING OF DESIGN CHANGES PROPOSED BY CONTRACTOR WITHOUT PRIOR CONSULTATION WITH THE ENGINEER SHALL BE CHECKED ONLY IF THE CONTRACTOR WISHES THEM TO BE CHECKED AT HIS COST. 9. ANY ENGINEERING SUBMITTED FOR REVIEW SHALL. BE APPROPRIATELY SEALED. FULL RESPONSIBILITY OF SUCH ENGINEERING RESTS WITH THE PERSON SEALING THE DESIGN STRUCTURAL OBSERVATION: IT 15 THE CONTRACTOR'S RESPONSIBILITY TO INSPECT ALL STRUCTURAL WORK FOR CONFORMANCE WITH THE CONTRACT DOCUMENTS. ANY STRUCTURAL OBSERVATION PROVIDED BY OTHERS DOES NOT RELIEVE HIM OF THIS RESPONSIBILITY. ANY STRUCTURAL DEVIATIONS FROM THE CONTRACT DOCUMENTS THAT ARE FOUND AT A LATER DATE 'AND ARE DEGLARED TO BE SIGNIFICANT BY THE STRUCTURAL ENGINEER SHALL BE CORRECTED BY THE CONTRACTOR WITH ALL DISPATCH. THE STRUCTURAL OBSERVER 15 NOT AUTHORIZED TO DIRECT OR APPROVE ANY CHANGES FROM THE CONTRACT DOCUMENTS. IF THE CONTRACTOR WISHES TO QUESTION THE STRUCTURAL OBSERVER'S INTERPRETATION'. OF THE CONTRACT DOCUMENTS, HE MAY DO 50 DIRECTLY WITH THE ARCHITECT OR THE STRUCTURAL ENGINEER. THE STRUCTURAL OBSERVER 15 NOT AUTHORIZED TO STOP OR DELAY THE WORK. IF THE CONTRACTOR ELECTS TO CONTINUE WITH A CERTAIN WORK AFTER BEING NOTIFIED BY THE STRUCTURAL OBSERVER THAT. SUCH WORK 15 UNACCEPTABLE HE DOES 50 AT HIS OWN RESPONSIBILITY 8 RISKS CORRECTING THE WORK AT A LESS OPPORTUNE TIME. THE STRUCTURAL OBSERVER 15 NOT INSPECTING FOR OSHA COMPLIANCE & TEMPORARY CONSTRUCTION, SUCH AS BRACING. THE CONTRACTOR 15 RESPONSIBLE FOR PROVIDING ADEQUATE FACILITIES FOR THE STRUCTURAL OBSERVER, TO ALLOW HIM TO PERFORM HIS WORK SAFELY AND EFFICIENTLY. SPECIAL STRUCTURAL INSPECTION: SPECIAL STRUCTURAL OBSERVATION BY SPECIAL OBSERVERS SATISFACTORY TO THE BUILDING OFFIGIAL 15 REQUIRED FOR THE FOLLOWING TYPES OF WORK IN CONFORMANCE WITH SECTION 108 AND CHAPTER 11 OF THE UNIFORM BUILDING: I. CONCRETE: DURING THE TAKING OF TEST SPECIMENS 4 PLACING OF REINFORCED CONCRETE EXCEPT SLABS ON GRADE. NOT REQUIRED FOR: A. FOUNDATIONS CONFORMING TO MINIMUM REQUIREMENTS OF TABLE 16 -1 -0 PROVIDED THE BUILDING OFFICIAL FINDS THAT A SPECIAL HAZARD DOES NOT EXIST. B. FOUNDATION CONCRETE OTHER THAN OAST -IN -PLACE DRILLED PILES OR CAISSONS. WHERE P'0 < 2500 P.5.1. USED FOR DESIGN. G. SLABS ON GRADE. D. LOW HAZARD SITE WORK. 2. BOLTS INSTALLED IN CONCRETE: DURING INSTALLATION OF EMBEDDED BOLTS IN CONCRETE WHEN STRESS INCREASES PERMITTED BY FOOTNOTE 5 OF TABLE 19 -5 AND DURING INSTALLATION OF EXPANSION BOLTS & EPDXY BOLTS /REBAR INTO EXISTING CONCRETE. 3. REINFORCING STEEL: A. DURING PLAGING OF REINFORCING STEEL FOR ALL. CONCRETE REQUIRED TO HAVE SPECIAL INSPECTION BY ITEM I. ABOVE AND PLACING REINFORCING STEEL IN EPDXIED HOLES PER ITEM 2. ABOVE. 4. WELDING: A. DURING ALL STRUCTURAL WELDING, INCLUDING WELDING OF REINFORCING STEEL, EXCEPT AS NOTED BELOW: PERIODIC INSPECTION ONLY 15 REQUIRED FOR: I. SINGLE PASS FILLET, WELDS NOT EXCEEDING 5/16 INCH. 2. SHEET STEEL FOR GOLD - FORMED STEEL FRAMING MEMBERS SUCH AS STUDS AND JOISTS. INSPECTION NOT REQUIRED FOR I. WELDING DONE IN AN AISG CERTIFIED FABRICATOR'S SHOP OR IN A FABRICATOR'S SHOP APPROVED IN ACCORDANCE WITH THE UNIFORM BUILDING CODE SECTION 101.7 5. HIGH - STRENGTH BOLTING: DURING ALL BOLT INSTALLATIONS AND TIGHTENING OPERATIONS EXCEPT AT "SNUG TIGHT" BEARING BOLTS WHERE INSPECTION TAKES PLACE AFTER INSTALLATION. SCHEDULING OF SPECIAL STRUCTURAL INSPECTIONS: THE CONTRACTOR SHALL ALLOW A MINIMUM OF 24 HOURS NOTIFICATION FOR THE SCHEDULES OF SPECIAL STRUCTURAL INSPECTIONS. SPECIAL OBSERVATION: NOT REQUIRED SINGE: I. FOUNDATION AND SLAB ON GRADE DESIGN USES Ft = 2500 P.5.1. EARTHWORK: REMOVE UPPER SIX INCHES OR MORE CONTAINING ROOTS, GRA55, AND ORGANIC MATERIAL AND DISPOSE OFF THE SITE. EXCAVATE AND STOCKPILE. SCARIFY THE COMPACT EXPOSED SUBGRADE FOR A DEPTH OF 12 INCHES. BRING UP FILL USING STOCKPILED MATERIAL AND /OR APPROVED MATERIAL WITH LOW PLASTICITY IN 8 -1505 MAX. THICK LAYERS, COMPACTING EACH LAYER TO 95 PERCENT OF ASTM 0 -698. EXCAVATION AND COMPACTION OF FILL SHALL EXTEND MINIMUM OF 10 FEET BEYOND THE BUILDING LINES. THE EARTHWORK SHALL BE DONE UNDER SUPERVISION OF A SOIL ENGINEER RETAINED BY THE CONTRACTOR, WHO SHALL VERIFY ABOVE SPECIFICATIONS FOR THE SUPPORT OF SLAB ON GRADE AND FOR THE CONTROL OF SOIL SWELLING. THE EXCAVATION SHALL REMOVE ALL SWELLABLE SOIL AS DIRECTED BY THE SOILS ENGINEER. FOOTINGS SHALL BEAR ON FIRM UNDISTURBED SOIL AT 1' -6" MINIMUM BELOW NATURAL OR FINISH GRADE, WHICHEVER 15 LOWER. ALLOWABLE SOIL BEARING 1500 P.S.F. EXCAVATIONS FOR FOUNDATIONS SHALL BE INSPEGTED BY A SOIL ENGINEER TO VERIFY ASSUMED ALLOWABLE SOIL BEARING AND LOW SETTLEMENT AND SWELL POTENTIAL, AND TO MAKE ANY ADDITIONAL RECOMMENDATIONS. CONCRETE: SHALL MEET ALL THE REQUIREMENTS OF AGI 301 WITH TYPE 11 GEMENT. MINIMUM 26 DAY STRENGTH 3,000 P.5.1., EXCEPT AS FOLLOWS: (2,500 P.5.1. U5ED FOR DESIGN) SLABS ON GRADE ......................... P.5.). NO ADMIXTURES WITHOUT APPROVAL. ADMIXTURES CONTAINING CHLORIDES SHALL NOT BE USED. CONCRETE SHALL NOT BE IN CONTACT WITH ALUMINUM. CONCRETE SHALL BE PLACED WITHIN 90 MINUTES OF BATGHING AND SHALL NOT EXCEED A TEMPERATURE OF, 90 DEGREES FAHRENHEIT UNLESS PREAPPROVED BY THE ENGINEER. FLY ASH SHALL NOT BE USED. MECHANICALLY VIBRATE ALL CONCRETE WHEN PLACED, EXCEPT THAT SLABS ON GRADE NEED BE VIBRATED ONLY AROUND'. EMBEDDED ITEMS. SLUMP 4 INCHES FOR SLABS NOT ON GRADE AND ..5 INCHES FOR OTHER CONCRETE., DO NOT TAMP SLABS. USE ROLLER BUG, VIBRATING SCREED OR BULL FLOAT TO FINISH. I DO NOT ADD WATER TO CONCRETE. AT SITE.' ALL REINFORCING, INCLUDING DOWELS'' AND ANCHOR BOLTS, SHALL BE SECURELY TIED IN LOCATION BEFORE PLACING CONCRETE OR GROUT. DOWELS WILL NOT BE ALLOWED, TO BE "STABBED" IN: CURE UNCOVERED SLABS ON GRADE AND JOB CAST PRECAST PANELS WITH POLYETHYLENE FOR 5 DAYS. TAPE JOINTS WITH 6 INCH LAPS AND COVER WITH SAND. CURING COMPOUND, FOR OTHER WORK SHALL. BE COMPATIBLE WITH APPLIED. FINISH, CONFORM TO ASTM 0 -309 AND SHALL BE CLEAR. ON UNCOVERED STRUCTURE AND WHITE PIGMENTED ON COVERED STRUCTURE. APPLY AT A RATE SUFFICIENT TO RETAIN MOISTURE, BUT NOT LESS THAN I GALLON PER 200 SQUARE FEET. THE CONTRACTOR SHALL FIX ALL CRACKS AND DISPLAGEMENTS LARGER THAN 1/16 UP TO THE PROJECT COMPLETION. MINIMUM STRENGTH. FOR REMOVAL OF BOTTOM FORMS AND SHORING SHALL. BE 156 OF SPECIFIED STRENGTH AT 28 DAYS. COLUMN AND WALL FORMS MAY BE REMOVED IN 24 HOURS FOR MINIMUM 4,000 P.5.1. CONCRETE. ALL CONCRETE WHICH DURING THE LIFE OF THE STRUCTURE WILL BE SUBJECTED TO FREEZING TEMPERATURES WHILE WET, SHALL HAVE A WATER GEMENT RATIO NOT EXCEEDING 0,53 BY WEIGHT AND SHALL CONTAIN ENTRAINED AIR AS PER AGI 301.SUGH CONCRETE SHALL INCLUDE EXTERIOR SLABS, PERIMETER FOUNDATIONS, EXTERIOR CURBS AND GUTTERS, ETC. REINFORCING: ASTM A -615 GRADE 60 EXCEPT AS FOLLOWS: tt2 BARS .....:...................GRADE 40 .1 AND LARGER BARS TO BE WELDED....A -106' WIRE MESH, FLAT SHEETS........ ...A -I85 WELDED ANCHORS................ GRADE 40, CHEMICAL ANALYSIS LIMITED PER AWS SPEC FOR WELD WITHOUT PREHEAT. ALSO SEE "WELDING" BELOW. ALL REINFORCING EARS DEFORMED EXCEPT #2 BARS AND WIRE MESH. LATEST AGI CODE AND DETAILING MANUAL APPLY. CLEAR CONCRETE COVERAGES TO ANY REINFORCING INCLUDING TIES ARE AS FOLLOWS: CONCRETE PLACED AGAINST ROUGH EARTH........ 5" " SLABS AND JOISTS NOT EXPOSED TO WEATHER..... I" ALL OTHER ...... ............................... I I/2 '2" COVERAGE FOR FORMED CONCRETE EXPOSED TO EARTH OR WEATHER 15 REQUIRED FOR .6 OR LARGER REBAR. SMALLER CLEARANCES PERMISSIBLE FOR PRECAST OR PRESTRESSED. MESH SPLICES: WIRE SPACING PLUS 2 INCHES. LAP SPLICES IN CONCRETE: SEE DRAWINGS. UNLESS NOTED OTHERWISE, PROVIDE THE FOLLOWING LAP SPLICES: .3, 16 "; u4, 22 "; .5, 21 "; 66, 35 "; +F1, 48 "; R8, 63 "; .5, 80 "; .10, 102 "; .I1, 125 ".MINIMUM CLEAR COVER FOR SPLICED REINFORCING 15 GREATER THAN ONE BAR DIAMETER, AND MINIMUM CLEAR SPACING 15 GREATER THAN TWO BAR DIAMETERS. SPLICE BOTTOM BAR OVER SUPPORTS AND TOP BAR AT MIDSPAN ONLY. WHERE BARS ARE SHOWN SPLICED, THEY MAY RUN CONTINUOUS AT CONTRACTOR'S OPTION. ALL SPLICE LOCATIONS SUBJECT TO APPROVAL. PROVIDE REQUIRED SHOP DRAWINGS AND FABRICATE AFTER THE ARCHITECTS REVIEW. SEE SHOP DRAWING SECTION ABOVE. PLACE REBAR PER GRSI MANUAL REBAR SPACINGS GIVEN ARE MAXIMUM ON CENTER WHETHER STATED AS "0.0." OR NOT, AND ALL REBAR 15 CONTINUOUS WHETHER STATED AS "CONT." OR NOT. PR CORNER MATCH AN LAP O PROVIDE BENT GO NE REBAR TO MATG D LA WI TH HORIZONTAL REBARS AT CORNERS AND INTERSECTION OF WALLS, BEAMS, BOND BEAMS AND FOOTINGS PER AGI MANUAL. DOWEL ALL VERTICAL REBAR TO FOUNDATIONS. SECURELY TIE ALL REBAR, '. INCLUDING DOWELS, IN LOCATION BEFORE PLACING CONCRETE OR GROUT. INHERE REINFORCING'. 15 SHOWN CONTINUOUS THRU CONSTRUCTION JOINTS, LENTON FORM SAVERS. DOWEL BAR SPLICE DEVICES AS MANUFACTURED BY ERICO PRODUCTS, INC. (OR EQUIVALENT) MAY BE USED. SIZES AND TYPES SHALL BE SELECTED TO DEVELOP THE FULL TENSION STRENGTH OF THE BAR PER 1080 RESEARCH REPORT. "FIBERMESH" OR "GRACE FIBERS" OR "FORTA CR" 05 DURAFIBER "OR EQUIVALENT INDEPENDENTLY TESTED. POLYPROPYLENE FIBERS MAY BE SUBSTITUTED AT A RATE OF 1.5 POUNDS PER CUBIC YARD OF CONCRETE FOR WIELDED WIRE,FABRIC IN SLABS ON GRADE. STRUCTURAL STEEL: ASTM A5/2 GRADE 50 WITH SPECIAL REQUIREMENTS PER AISG TECHNICAL BULLETIN 3 FOR ALL WIDE FLANGE SECTIONS AND ASTM A -36 FOR ALL OTHER SECTIONS EXCEPT AS FOLLOWS: PIPE STEEL: ASTM A -53 GRADE B OR A -50I. TUBE STEEL: ASTM A -500 GRADE B (FY = 46 KSI) FOR SIZES UP TO 5/8" TH102. ASTM A512 GRADE 50 FOR MEMBERS SPECIFICALLY MARKED ON PLANS AND SCHEDULES WITH SYMBOL (50. PLAIN BOLTS, ASTM A -307. PLAIN ANCHOR BOLTS, ASTM A -3010R ASTM A -36. HIGH STRENGTH ANCHOR BOLTS ASTM A446 OR A525. HIGH STRENGTH BOLTS, ASTM A- 325 -N. TESTED BY A CALIBRATED WRENCH UNLESS LOAD INDICATOR BOLTS ARE USED. HIGH STRENGTH BOLTS SHALL BE TIGHTENED TO "SNUG TIGHT" CONDITION PER AISG, UNLESS SPECIFICALLY GALLED OUT TO BE 'TORQUED AND TESTED" BY A CALIBRATED TORQUE WRENCH. OPEN WEB JOISTS PER STEEL JOIST INSTITUTE SPEGIFIGATIONS. LATEST AISG MANUAL PARTS I THROUGH 4 AND AISG SPECIFICATIONS APPLY (EXCEPT SECTION Al AND CHAPTER N) AND EXCLUDING SECTIONS 3 AND 4 OF THE 'AISG CODE OF STADARD PRACTICE. MINIMUM EMBEDMENT OF ALL HORIZONTAL BOLTS AND PLAIN ANCHORS IN GROUT OR CONCRETE SHALL BE 5 INCHES INCLUDING HEAD OR 5 INCHES WITH A 3 INCH HOOK. VERTICAL BOLTS SHALL HAVE 8 INCHES VERTICAL EMBEDMENT INCLUDING HEAD OR 8 INCHES WITH A 3 INCH HOOK. WELDED "ANCHORS" AND WELD ANCHOR BOLTS SHALL BE HEADED STUDS, WELDED ALL AROUND WITH 5/16 INCH FILLET WELD AND SHALL NOT CONTAIN THREADS. "HEADED ANCHOR STUDS (HAS)" AND "SHEAR CONNECTORS" SHALL BE USED ONLY WHERE SPECIFICALLY GALLED FOR AND SHALL BE NELSON OR KSM INSTALLED PER MANUFACTURER'S RECOMMENDATIONS. THEY SHALL BE 3/4 INCH DIAMETER X 5 INCHES LONG UNLESS NOTED OTHERWISE: SEE MECHANICAL DRAWINGS FOR MECHANICAL EQUIPMENT SUPPORT FRAMING AND SPREADERS. SEE MECHANICAL 6 ARCHITECTURAL DRAWINGS FOR EXAGT QUANTITY, SIZE, LOCATIONS, AND WEIGHT OF MECHANICAL UNITS. CAMBER UP ALL STEEL BEAMS AND GIRDERS WHERE INDICATED ON PLANS WITH NOTATION G = CAMBER IN INCHES. U.N.O. ON PLANS CAMBER UP ALL STEEL BEAMS AND GIRDERS L /500 AT MIDSPAN WHERE SPAN L EXCEEDS 25' - 0 ". SEE "WELDING" SECTION FOR SPECIAL REQUIREMENTS. WELDING: ALL CONSTRUCTION AND TESTING PER AMERICAN WELDING SOCIETY CODES AND RECOMMENDATI _':N5. ALL WELDING SHALL BE BY /151.05)25 HOLDING CURRENT CERTIFICATES VALIDA'20 BY AN INDEPENDENT LAB 4 ,:P.VING CURRENT EXPERIENCE IN TYPE OF WELD CALLED FOR. THE CONTRACTOR SHALL SUBMIT WELDING CERTIFICATES FOR EACH WELDER' - =RIOR TO COMMENCING THE WORK. WELDING RODS TO BE LOW HYDROGEN TYPE, E10 SERIES, PER AWS 01.1 TYPICALLY EXCEPT E -6010 SERIES FOR STEEL SHEET METAL PER A515 01.5 AND REINFORCING WELDMENTS PER ANS 01.4. USE ENO SERIES WELDING RODS FOR A106 REBAR. ALL FLd- PENETRATION GROOVE OR '"'ITT WELDED SPLICES IN MATERIAL THICKER THAN 5/16" SHALL BE INSPECTED 5 . ... INDEPENDENT TESTING LABORATORY, WHICH SHALL. TEST ULTRASONICALLY A SUFFICIENT NUMBER OF WELDS BUT NOT LESS THAN 25 PERCENT OF TOTAL PER WELDER, TO CERTIFY ALL SPLICES AS MEETING OR EXCEEDING STRENGTH OF. MATERIAL SPLICED. TWO COPIES OF ALL THE TEST ARGH REPORITETS T. : O AND A LETTER OF SUCH CERTIFICATION SHALL BE SUBMITTED TO G FIELD INDICATED WELDS', MAY BE DONE IN SHOP. SHOP. INDICATED WELDS MAY. BE DONE IN FIELD ONLY IF APPROVED PRIOR TO CONSTRUCTION. FIRE' PREVENTION WHEN WE DL ING: THE CONTRACTOR SHALL EXERCISE EVERY PRECAUTION AGAINST FIRE. BEFORE WELDING NEAR ORIABOVE COMBUSTIBLE MATERIAL, THE GENERAL AREA SHALL BE DAMPENED WITH A'. FOG. SPRAY. A WATER HOSE UNDER WATER PRESSURE WITH A SHUT OFF CONTROL AT THE NOZZLE END SHALL BE AT HAND ADJACENT TO THE COMBUSTIBLE' MATERIAL AT'ALL, TIMES WELDING .I5 IN PROGRESS 5 FOR AT LEAST ONE HOUR THEREAFTER. IN ADDITION, AN OPERATING 3 -1/2 GALLON OR LARGER APPROVED FIRE EXTINGUISHER SHALL BE AT HAND. SUSPEND A FIREPROOF BLANKET BELOW THE WELD POINT TO CATCH ALL THE WELD SPARKS AND SPLATTERS, WHEN WELDING NEAR COMBUSTIBLE MATERIAL. NO WELDING SHALL BE PERFORMED ON THE SITE DURING THE LAST HOUR BEFORE THE SITE 15 VACATED. STEEL STUDS FOR EXTERIOR WALLS FOR BEARING WALLS: STEEL STUD SYSTEM SHALL BE DESIGNED BY STUD MANUFACTURER, TO THE MINIMUM CRITERIA NOTED BELOW AND SHOWN ON PLANS. SUBMIT FOR REVIEW PRIOR TO PROCEEDING WITH WORK. ALL. 16 GAGE5TUD5 AND HEAVIER SHALL. BE A -510 WITH 50,000 P.5.1. YIELD STRESS. ALL OTHER STUD MATERIAL SHALL BE 35,000 P5.). STEEL OF STANDARD- COMMERCIAL QUALITY. STUDS SHALL BE "G" SHAPE WITH MINIMUM I -1/4" FLANGE WIDTH AND STIFFENED LIP AND SPACED AT 16 INCHES ON CENTERS MAXIMUM. THEIR DEPTHS AND GAGE SHALL BE AS SHOWN ON DRAWINGS. MINIMUM 16 GAGE UNLESS NOTED OTHERWISE ON DRAWINGS. MINIMUM SECTION PROPERTIES SHALL BE AS FOLLOWS: 4 ", 18 GAGE: IX = 00101 IN"4; SX =.0.5519 IN "3. 4 ", 16 GAGE: IX = 0.8904 IN "4; 5X = 0.4415 IN"3. 6 ", 18 GAGE: IX = 1.8976 IN ^ 4; 5X = 0.6304 I5 ^ 3. 6 ", 15 GAGE: IX = 2.3121 IN',4; 5X = 00909 IN"S. TRACKS SHALL BE 16 GAGE WITH MINIMUM FLANGE WIDTH OF I- 5/16 CONNECT NON - BEARING STUDS TO TRACKS WITH *8 GAGE.50R56 5.20H FLANGE EXCEPT WHEN SLIP CONNECTION 15 REQUIRED TO AVOID TRANSFERRING FRAMING '.LOADS INTO AND THRU THE STUDS. BEAR FULL WEB 5EGTION') WITHOUT PUNCH OUT AGAINST TRACK AND WELD WEB CONTINUOUSLY AT BEARING WALLS. BRACING SHALL BE L -TYPE ATTACHED TO EACH FLANGE OUTSIDE FACE. (USE THIS FOR SHEATHED BEARING WALLS) BRIDGING SHALL BE GOLD ROLLED CHANNEL, MINIMUM I -1/2" DEEP WITH 9/16" FLANGE WIDTH FOR WALLS SHEATHED BOTH SIDES. SPACE BRIDGING AT 4' -0" MAXIMUM O.G. VERTICALLY.. WALLS WITHOUT SHEATHING ON EACH FACE SHALL HAVE FULL DEPTH BLOCKING AT 2' -8" MAXIMUM ON CENTERS VERTICALLY. BLOCKING SHALL BE ATTACHED TO STUDS WITH 16 GAGE CLIP ANGLES. (USE FOR NON BEARING WALLS.) LOCATE ONE LINE DIRECTLY UNDER THE TRACK AT SLIP CONNECTION. ADD STUDS AT ALL JAMBS TO REPLACE STUDS GUT BY OPENING CONNECT ROLLED CHANNEL BRIDGING TO STUD BY CLIP ANGLE WELDED TO STUD FLANGES. ALL CONNECTIONS NOT SHOWN OR NOTED SHALL BE PER MANUFACTURER'S RECOMMENDATIONS. ANCHOR TRACK TO CONCRETE WITH 3/16" DIAMETER X I -I/2" PENETRATION STANDARD VELOCITY POWDER DRIVEN INSERTS LOCATED 3" MINIMUM FROM ANY CONCRETE EDGE, OR PNEUMATIC DRIVEN INSERTS LOCATED 5" MINIMUM FROM ANY CONCRETE EDGE, AT 16" MAXIMUM O.G. IN LIEU OF INSERTS, I/2" DIAMETER BOLTS WITH 4" MINIMUM EMBEDMENT, AT 46" MAXIMUM O.G. MAY BE USED. ALL ANCHORS SHALL HAVE IGB0 APPROVAL, MINIMUM 13 BOLTS OR IN5ERT5 PER ANY TRACK SECTION, MAXIMUM 6" FROM ENDS OF TRACK SECTION. %U %(WOOD - GENERAL: ALL STRESS GRADE LUMBER CONSTRUCTION SHALL COMPLY WITH UNIFORM BUILDING CODE STANDARDS. ALL LUMBER PIECES SHALL BEAR THE GRADE STAMP OF THE WEST COAST LUMBER INSPECTION BUREAU OR WESTERN WOOD PRODUCO5 ASSOCIATION GRADING RULES. REGARDLESS OF REQUIRED GRADE STAMP AND CERTIFICATIONS, ALL LUMBER, EACH PIECE, IN PLACE IN THE STRUCTURE SHALL R BETTER WHEN INSPECTED BY THE BE OF THE SPECIFIED O E ORIGINAL GRADE 5 E GRADING FROM EFFECTS OF WEATHERING HANDLING , ' RESULTING RO AGENCY. RA RES L GENC GRADE LOSS STORAGE WILL BE CAUSE FOR REJECTION,ALL LENGTHS, LL RESAWING, OR DIVIDING LE LUMBER IN CONTACT WITH CONCRETE SLAB OR GMU STEM WALL SHALL BE PRESSURE TREATED.: ALL FRAMING NAILS, SHALL BE COMMON NAILS. DO NOT NOTCH OR DRILL' JOISTS, BEAMS OR LOAD BEARING STUDS, WITHOUT PRIOR APPROVAL OF THE STRUCTURAL ENGINEER THROUGH THE ARCHITECT. SAWN LUMBER: WEST COAST DOUGLAS FIR. POST AND EX BEAMS: NO. I & BETTER. BUILT UP BEAMS & 4X JOISTS: NO. I. ALL OTHER STRUCTURAL FRAMING NO. 2 OR BETTER. SUPPLEMENTARY NOTES: THESE CONTRACT DOCUMENTS AND SPECIFICATIONS REPRESENT THE FINISHED STRUCTURE. THEY 00 NOT. INDICATE THE METHOD OF CONSTRUCTION. THE CONTRACTOR SHALL PROVIDE ALL MEASURES NECESSARY TO PROTECT THE STRUCTURE, WORKERS, AND OTHER PERSONS DURING CONSTRUCTION, SUCH MEASURES SHALL 1551 1156 RI1T Se, R5 1 III TFf) rt MEANS AND METHODS. BRACING. SHORING. FORMS, SCAFFOLDING, GUYING OR OTHER MEANS TO AVOID EXCESSIVE STRESSES AND TO HOLD STRUCTURAL ELEMENTS IN PLAGE DURING CONSTRUCTION. OBSERVATION VISITS TO THE SITE BY THE STRUCTURAL ENGINEER OR STRUCTURAL OBSERVERS SHALL NOT INCLUDE INSPECTION OF THE ABOVE ITEMS. ANY MEMBERS REQUIRED TO SUPPORT EQUIPMENT FROM TFIE FRAMING SHOWN 51 IALL BE DESIGNED AND PROVIDED BY THE EQUIPMENT CONTRACTOR. FOR CONNECTIONS, SEE DETAILS. IF NOT SHOWN OR NOTED, MINIMUM CONNECT IONS TO BE INCLUDED IN COST SHALL BE TWO 3/4" DIAMETER BOLTS OR 3/16" FILLET WELD 4" LONG USING 1/4" CONNECTION MATERIAL AND DETAILED TO MINIMIZE BENDING IN CONNECTION, PROCEED AFTER CLARIFICATION THROUGH SHOP DRAWING SUBMITTAL. EXPANSION BOLTS IN CONCRETE SHOWN IN DRAWINGS SHALL BE KWIK -BOLT II OR HDI BY HILTI, OR APPROVED ALTERNATE WITH ALLOWABLE VALUES EQUAL TO OR EXCEEDING THOSE FOR HILTI, PER CURRENT 1080 RESEARCH RECOMMENDATION. EMBED 5 - 1/4" MINIMUM FOR 3/4" DIAMETER BOLTS. WHERE SPALLING 15 ANTICIPATED DUE TO INSUFFICIENT EDGE DISTANCE, USE THREADED ANCHOR ROD EPDXIED INTO DRILLED HOLE. REINFORCING OR THREADED RODS DRILLED AND EPDXIED INTO EXISTING CONCREI ASDETAILED SHALL BE ONE OF THE FOLLOWING OR APPROVED EQUIVALENT: HILTI HVA/HEA ICB0 .4016, 9 DIAMETERS EMBEDMENT MINIMUM HILTI HIT 0 -100 1080 *4419, 14 DIAMETERS EMBEDMENT MINIMUM HILTI HSE HIGH STRENGTH EPDXY DOWELLING SYSTEM, 1 DIAMETERS EMBEDMENT MIN, ITW RAMSET EPGON CERAMIC 6,10E30 4285, 9 DIAMETERS EMBEDMENT MIN. COVERT CIA GEL EPDXY, IGBO .4846, 9 DIAMETERS EMBEDMENT MINIMUM RAWL /SIKA FOIL FA5'T SYSTEM, 9 DIAMETERS EMBEDMENT MINIMUM SIKADUR, HI -MOD GEL SYSTEM, 10 DIAMETERS EMBEDMENT MINIMUM INSTALLATION OF EPDXIED DOWELS SHALL FOLLOW THE STRICT RECOMMENDATIONS OF THE MANUFACTURER AND THE APPLICABLE 1 080 REPORT, IF ANY. EXPANSION BOLTS IN CONCRETE SHOWN IN DRANI`IGS SHALL OF BY ONE OF TI 1E FOLLOWING M4.::.11=AGTUPERS OR SUBMITTED ALTERNATE TOR APPROVAL AI.O ', 1H 1060 APPROVAL REFORT NUMNBER: HILTI KIWIK -BOLT II 1080 REPORT NO. 4621 ITW RAMSET / REDHEAD TRUBOLT 1080 REPORT NO. 1512 RAWL BOLT OR STUD 1080 REPORT NO 4514 WEJ -15 ANKR -TITE 1 080 REPORT NO. ER -1821? EMBED 3 -1/4" MINIMUM FOR 3/4" 6 BOLTS. WHERE SPALLING 15 ANTIGIPA TED DUE TO INSUFFICIENT EDGE DISTANCE, U5E THREADED ANCHOR ROD EPDXIED INTO DRILLED HOLE. "COMPRESSIBLE MATERIAL" SHALL BE SPONGE RUBBER. OPTIONS AND APPROVED SUBSTITUTIONS ARE FOR CONTRACTOR'S CONVENIENCE CONTRACTOR SHALL. BE RESPONSIBLE FOR ALL CHANGES AND ADDITIONAL GO515 NECESSARY AND SHALL COORDINATE ALL ,DETAILS. ANY ENGINEERING DESIGN PROVIDED, BY OTHERS AND SUBMITTED FOR REVIEW 511AI.L BE BY I AN INSURED STRUCTURAL. ENGINEER WITH CONTINUOUS FIVE YEARS OF EXPERIENCE IN THE TYPE OF DESIGN SUBMITTED. UNLESS NOTED OTHERWISE, DETAILS ON STRUCTURAL DRAWINGS ARE TYPICAL AS INDICATED BY GUTS, REFERENCES, OR TITLES. ALL DETAILS SHOWN SHALL BE IMPORTED INTO PROJECT AT ALL. APPROPRIATE LOCATIONS, WHETHER SPECIFICALLY INDICATED OR NOT. TTPIGAL DETAILS MAY OR MAY NOT BE REFERENCED ON THE :DOCUMENTS, BUT SHALL APPLY AT ALL LOCATIONS, UNLESS NOTED OTHERWISE. WHERE NO:DETAIL. GUTS ARE SHOWN, CONSTRUCTION SHALL CONFORM TO SIMILAR WORK 55065 ELSWHERE ON THE PROJECT. FOR BIDDING PURPOSES, WHERE 'ANY SHOWN MEMBER OR STRUCTURAL ELEMENT 15 NOT SIZED 014 THE DOCUMENTS, THE LARGEST, SIMILAR MEMBER USED IN THE PROJECT SHALL BE UTILIZED. IN CASE OF CONFLICTS, MORE COSTLY REQUIREMENTS GOVERN FOR BIDDING. SUBMIT CLARIFICATION REQUEST PRIOR TO PROCEEDING WITH WORK. VERIFY ALL DIMENSIONS WITH ARCHITECTURAL DRAWINGS. CONTRACTOR SHALL ESTABLISH AND VERIFY IN FIELD ALL EXISTING CONDITIONS AFFECTING NEW CONSTRUCTION. CONTACT ARCHITECT. IMMEDIATELY IF EXISTING CONDITIONS ARE NOT AS DEPICTED IN DRAWINGS. ALL CONSTRUCTION MEETING. OR GROSSING EXPANSION OR SHRINKAGE CON TROL JOINTS IN FRAMED FLOORS OR ROOFS MUST HAVE PROVISIONS TO AGGOMMOPAIE THE MOVEMENT OR MUST BE DELAYED UNTIL THE JOINT 15 CLOSED. DRY PACK IN SPACES LARGER THAN 3/8" SHALL BE ONE PART GEMENT AND 2 -1/2 PARTS SAND WITH JUST ENOUGH WATER TO HYDRATE CEMENT AND FORM A BALL SHOWING MOISTURE ON THE SURFACE WHEN SQUEEZED. IT SHALL BE RAMMED IN TIGHT TO MAXIMUM DENSITY ATTAINABLE. MINIMUM 28 DAY STRENGTH TO BE 5,000 P5.). GROUT' OTHER THAN FOR FILLING MASONRY CELLS, SHALL BE NON-SHRINK, NON - METALLIC, MEETING ASTM C -IIO7, GRADE B OR 0, MIXED AND INSTALLED PER MANUFACTURER'S SPECIFICATIONS. THE GROUT SHALL MAINTAIN FLUID CONSISTENCY FOR 30 MINUTES WITHIN A 45066. F TO 90 DEG. F TEMPERATURE RANGE. MINIMUM COMPRESSIVE STRENGTH 4500 5.5.1. IN THREE DAYS WITH INITIAL FLUID CONSISTENCY. ENGINEERING DESIGN TO BE PROVIDED BY CONTRACTOR: THE CONTRACTOR SHALL INCLUDE IN HIS BID, GONSTRUOTION COSTS & S TRUCTURAL. DESIGN BY AN INSURED WASHINGTON REGISTERED STRUCTURAL ENGINEER OR THE ENGINEER'S BONA FIDE EMPLOYEE FOR THE FOLLOWING PHASES OF CONSTRUCTION, IF APPLICABLE. THE DESIGN ENGINEER SHALL HAVE CONTINUOUS FIVE YEARS OF EXPERIENCE IN THE TYPE OF DESIGN SUBMITTED, OR SHALL BE PREQUALIFIED BY THE ARCHITECT. I. CORRECTIVE MEASURES FOR ERRORS IN CONSTRUCTION, WHEN SUCH MEASURES ARE ACCEPTABLE TO THE ARCHITECT, 5. SUPPORT SYSTEM FOR MECHANICAL EQUIPMENT INCLUDING SPRINKLERS & P151116 CONCENTRATIONS. DESIGN TO BE WITHIN ASSUMED LOADS PER G.S.N. NOTE: FIELD VERIFY ALL PANEL TO CONCRETE CONNECTION TO BE PER DE TAIL 5/55.1. ADD CONNECTIONS PER DETAIL 5/53.1 IN NECESSARY. Z 0 Do - 13[D 511)05)1)1 iPG .P 10877 WATSON ROAD ST. LOUIS, MO 63127 PROJECT MANAGERS DISTRIBUTION: ARCH. PROJECT 900636 DRAWN: HLC DATE: BBB PROJECT CHECKED: FH /RG (RAVING TOLE: GENERAL STRUCTURAL NOTES C1 1 r ELECRIC ME7ETR d A& I w o 4p7 0 5 F a O FOUN®ATION FLAN SCALE: I/16" = 1' -0" rigs WITCH GEAR 0 KEY NOTES: 10 TS 4" x 4" x 1/4" COLUMN. FOR CONNECTION TO EXISTING FOOTING SEE DETAIL 13/53.1. 02 T5 5" x 5" x 1/4" COLUMN. FOR CONNECTION TO EXISTING FOOTING SEE DETAIL 13/53.1. O EXISTING COLUMNS TO BE REMOVED. SEE ARGH'L DRAWINGS. ® 6" GAST IN PLAGE GONGRETE WALL W/ 4 p 12" O.G. BOTH WAYS AT C ENTER OF WALL. SEE DETAIL 4/S3.I. ® AREA TO BE FILLED W/ SOIL COMPACTED PER G.S.N. TO MATCH INTERIOR ELEVATION WITH NEW 4" CONCRETE SLAB ON GRADE W/ 6" x 6" W2G x W2.G W.W.F. OVER 4" A.B.G. - 2 I 12" THICK x 4' - 0" WIDE CONCRETE F0U TING W /(2) #5 x GONT. ® STRUCTURE BY OTHERS. Cg) TS 4" x =r" 5/16" GOLLfr k FOR CONNECTION TO EXISTING FOOTING SEE DETAIL 16/55.1. ® EXISTING STRUCTURE. 00 10" x I' - O" x 2' LONG ADDED FOOTING, SEE DETAIL 16 /S3.I. I I 10" x I' -O" x 4' LONG ADDED FOO TING, SEE DETAIL 16/S3.I. fl2 Dk )3 RECEIVED CRY OF TUKWILA ,ION 2 2 ?CiIU, 00000 10877 WATSON ROAD ST. LOUIS, MO 63127 PROJECT MANAGERS ca DRANANG TITLE: DISTRIBUTION: DATE FOUNDATION PLAN O ELECTRIC METER K ,1111hII ROOF FRAMING PLAN SCALE: I/16" = I -0 " ' O O O KEY NOTES: O W12x26. O W8x15. ® W16x26. ® LIGHT GAGE INFILL PER G.S.N. ® STRUCTURE BY OTHERS. ® 4x12 BEAM UNDER MECHANICAL UNIT. O SIMPSON HANGER LU5414. ® MECHANICAL UNIT. INSTALLATION AND HOLDOWNS TO STRUCTURE PER NIEGII'L DRAWINGS. ® FIELD VERIFY GLUELAM BEAM TO BE x 40 -1/2 ". IN CASE OF DISCREPANCY THE NOTIFY THE STRUCTURAL ENGINEER THRU TI ARCHITECT. ® #1000 MECHANICAL UNIT. 11 F.CEIVED CITY OF TUKWIIA RQOgg 10877 WATSON ROAD ST. LOUIS, MO 63127 PROJECT MANAGERS 0 C] J D] z D H o: ROOF FRAMING PLAN Q I. COLUMN PER PLAN Q O ��, /// / 1. REMOVE EXISTING MASONRY ON THIS LINE AFTER SHORING. 2. EXISTING MASONRY WALL. 3. TOOTH JOINT EVERY OTHER COURSE. Q Q Q b" CONCRETE STEM. I/4 Q 2. 3/4" x 10" SO. BASE 6 PLATE W /(4) 3/4",17 x 10" LONG BOLTS EPDXIED INTO EXISTING © III © Q Q • Q I. EXISTING COLUMN. 2. CONCRETE PANEL. 2. FOUNDATION DIMENSION AND REINFORCEMENT PER PLAN. ' �• •�!'•• - -� - I a A w 3. #5 18" O.G. 4. NEIN E AN OG.S.N. 5. C G OMPRESSIBLE APPER FLAN MA "iCRIAL. 6. GOMPAGTED SOIL PER G.S.N. 1. LIGHT GAGE FILL IN PER G.S.N. FOOTING PER G.S.N. ME 12 3 I -1/2" GROUT © Q / ∎ � .. . , �j TYP . wl�l® _ :. © r � / � ' Zt � A 4. 8" MINIMUM BEARING. 5. #4 VERTICAL DOWEL TO NEW © FLOOR SLAB. © 6. SOLID GROUT MASONRY. II I! 4. EXISTING FOUNDATION. Q FIELD VE TO BE 3' -6" WIDE x CONT. MINIMUM. i ► . • S iD „s © 3. L 3" x 3" x I/4" x 8" LONG @ 48" O.G. 4. (2) 3/4 "Q EXPANSION BOLTS. PANEL TO CONCRETE /i I.��I/ o 7. SYMMETRICAL ABOUT CENTER LINE OF NALL. 8. PROVIDE NEEDLE HOLES THRU WALL AT OPENING. SHORE UNTIL LINTEL AND NEW MASONRY 15 IN PLAGE. REMOVE SHORE AND PATCH NEEDLE HOLES q. STEEL BEAM PER PLAN WITH 5/15" MASONRY PLATF- 5. EXISTING SLAB GUT TO ACCOM NEW COLUMN. 6. CONCRETE CLOSURE. CDNEW COLUMN TO EXISTING (CONCRETE n---- L I' -O" 3" GLR. PARTIAL ELEVATION OF WALL AT SLAB FILL IN F OOT I NC7 CONNECTION (RETAINING COLUMN CONNECTION ® JAMB AND HEAD o- '_fin © Q EXISTING . x14 WOOD BLOCKING. © 1. EXISTING CONCRETE PANEL. 2. L3 "x3 "x5 /I6 "x4 "LONG 5 24" O.G W /(I) 3 /4 " BOLT EPDXIED INTO FOOTING �l PER G.S.N. 4. AND NEW CONCRETE INTO CONCRETE SLAB PANEL 3. EXISTING FOOTING. ON GRADE PER PLAN AND G.S.N. 5. GOMPRESIBLE MATERIAL. Q Q 2 6 " 1 � WM/0r/ �" "' N ""�� •'- 2. TS COLUMN, PER PLAN. ,. x !� tri CONCRETE iii ¥¥i a I. EXISTING SLAB. GONR.FTE SLAB ON q 2. NEW G GRADE PER PLAN AND G.S.N. 3. #4 x 15" LONG REE3AR 5 EXI STING SLAB PER O.G. EPDXIED INTO EXI C 4. COMPACTED SOIL PER G.S.N. SLAB TO -- 3. I/4" x 10" SQ. PLATE. 3/16'2 - Q " TYP. N® 4. (4) 5/8" d x 4" LONG BOLTS INTO WOOD = x x = W r /2" �I? ] C)STEEL COLUMN 5/15 • BLOCKING. A 5. EXISTING PLYWOOD. TO '• '. �.► iji •i - I = ,. SECTION THRU OPENING � r 7 Q W BEAM LINTEL BEAM LINTEL AT M OPENING O NEW GIP SLAB ROOF CONNECTION AT AT EXISTING WALL SLAB CONNECTION O CONNECTION A '� �� -��1 I J - 3" ._ L Q I. EXISTING PLYWOOD. 2. EXISTING WOOD JOISTS. © F P. 101 /2 2 " 11/2" ll I. 5/5" CONNEGTION PLATE THRU SLOT IN COLUMN. 2. MAX. NUMBER OF 1' 0 A301 BOLTS 3" O.G., SHORT SLOTTED HOLES. I. EXISTING ROOF. 0 2. EXISTING PRECAST PANEL. 2 41r// / / //L 3. LIGHT GAGE WALL PER 3. SHORE EACH SIDE OF PANEL TO SUPPORT 1000 P.L.F. © © © © 0 G.S.N. 1 4. LIGHT GAGE TRACK PER G.S.N. 5. #12 SCREWS 6" O.G. 6. EXISTING SLAB. Q A © 3 Q 4. STEEL LINTEL PER PLAN. / / / / / / /// �/ /I WELD 0 IIL 11/2" 3. I/2" PLATE. = -�7 m C 5. I/4" PLATE AT EACH END OF PANEL AND AT 6' -0". 6. 5/16" x q" x q" PLATE AT EACH END OF PANEL AND AT 6' -0 ". ' SECTION A -A I i�l- El. � � L� Q II q I. NEW PRECAST PANEL PER PLAN. 2, EXI 3" STINx 3" G Fx OU 5 /I 6" NDATIOx 4" N LONG AT L . 3. L EACH END OF PANEL AND 24" 0.C. IN/(I) 3/4 "5 BOLT EPDXIED INTO FOOTING PER G.S.N. 4. 5 /15" x 4" x 4" PLATE @ 24" O.G. AND AT EACH END OF PANEL W/ 3/4 "4' x 4" LONG ROD. 5. 4x10 WOOD BLOCK W/ SLOTI ED HOLES TO FIT AT BOLT LOCATIONS. 67. . 3/ EX " IS 0 TIN x G PL" L OOD. B 0LT5 g 6" O.G. 8 . I6d NAILS 5 3" O.G. STAGGERED. q. EXISTING CONCRETE SLAB. GRADE 10, GRADE LEVEL. II. COMPRESIBLE MATERIAL. m r-- ��� m �• Q T i n _ 7 (2) 5/5" BOLTS EPDXY TO PG vim BEAMS IN -LINE TYP. 1/4 V 3/4" MIN. BEAM *3/16r PANEL PER G.S.N. TO r � I I/2" Q TS COLUMN I/4 r S. LIGHT GAGE STUD WALL PER G.S.N. Q AT E XISTING PC PANEL AT G RID 7 () DEMISING WALL AT GRID (OPENING © I. EXISTING G.M.U. WALL. A 2. EXISTING FOOTING. 3. COLUMN FOOTING PER 4. COLUMN PER PLAN. Q Q I. EXISTING ROOF . Q A o I I g i 1 1 1� 3/16 r Q N/// © © / / / /ff //� Ina 2. EXISTING PRECAST PANEL. 3. SHORE EACH SIDE OF PANEL TO SUPPORT 2000 P.L.P. 4. STEEL LINTEL PER PLAN. 5. I/4" PLATE AT EACH END OF PANEL AND AT 6' O ". 6. 5/16" x 1" x 1" PLATE AT EACH END OF PANEL AND AT 6' -0 ". 111 © � V4 V I/4 L 1/5 rl SECTION A -A ,Q I. LIGHT GAGE STUDS PER G.S.N. 2 2 6005250 68. 3. L 3" x 3" x 5/15" 2 OD f C /3 Q Q L I "' = I ' � ry © © 3/16 • r © , 0 © A 5. I -I/2" GROUT. 6. 3/4" x 4 -I/2" x 10" IN/(2) /(2J 3/4 "0 x 10" LONG ANCHOR BOLT EPDXIED !NTO EXISTING Q FOOTING. 7. #4 x I' -4" LONG 5 I2" 0.0., EPDXIED INTO EXISTING - - © Q © ■ ' _ _ 1. (2) 5/8" BOLTS EPDXY TO PG I/4 r EACH END OF JOIST. 6. EXISTING CONCRETE COLUMN. A x 2-1/2" LONG AT 4. COLUMN PER PLAN. 1 1 L 3" x 3" x 1/4" x 5" LONG 5 45" 0.0. W /(2) 3/4 "4' 5. WINDOW BY OTHERS. EXPANSION BOLTS. � 3/16 r PANEL PER G.S.N. riECrnr.0 CITY OF TUMMLA 114 r 8. LIGHT GAGE STUD WALL PER G.S.N. Ell q. EXISTING PURLIN. �- © I -O" 6' FOOTING. CgGMCCI 10877 WATSON ROAD ST. LOUIS, MO 63127 PROJECT MANAGERS c 0 m Q.' W Q z :: DRAWING IIILE: STRUCTURAL DETAILS A L COLUMN PER PLAN. ^ ( O I. REMOVE EXISTING MASONRY ON THIS LINE AFTER SHORING. 0 Q 0 1. 6" CONCRETE STEM. 2. FOUNDATION DIMENSION AND REINFORCEMENT PER PLAN. 1 / 4 • © I, 2. 3/4" x 10" SQ. BASE 6 PLATE W /(4) 3/4 "S x 10" LONG BOLTS EPDXIED INTO EXISTING I © Q © . EXISTING COLUMN. 2. CONCRETE PANEL. , // ,' /!_ 2. EXISTING MASONRY WALL. 3. TOOTH JOINT EVERY OTHER COURSE. Weni =1�' II ' 0 3.S 18" O.G. 4. NEW CONCRETE SLAE3 ON GRADE PER PLAN AND G.S.N. 5. COMPRESSIBLE MATERIAL. 6. COMPACTED SOIL PER G.S.N. 1. LIGHT GAGE FILL IN PER G.S.N. allr 12 FOOTING PER G.S.N. int 3 I -I/2" GROUT. ® © , /�// / 4. 8" MINIMUM BEARING. TYP Ai l tilli, © , � I I 4. EXISTING FOUNDATION. FIELD VERIFY TO BE 3' -6" WIDE x CONT. MINIMUM. �/ �% / / � 5. #4 VERTICAL DOWEL TO NE Q FLOOR SLAB © 6. SOLID GROUT MASONRY. • -- „2 © 3. L 3" x 3" x I/4" x 8" LONG 48" O.G 4. (2) 3/4"0 EXPANSION BOLTS. PANEL TD CONCRETE o -1. SYMMETRICAL ABOUT CENTER LINE OF WALL. 8. PROVIDE NEEDLE HOLES THRU WALL AT OPENING. SHORE UNTIL LINTEL AND NEW MASONRY 15 IN PLACE. REMOVE SHORE AND PATCH NEEDLE HOLES q. STEEL BEAM PER PLAN WITH 3/16" MASONRY PLATE. 7 5. EXISTING SLAB GUT TO ACCOMMODATE NEW COLUMN. 6. CONCRETE CLOSURE. NEW COLUMN TO EXISTING © I' -0" © 3" GLR PARTIAL ELEVATION OF _ I I WALE AT SLAB SILL N FOOTING CONNECTION Ofi�ETAN,NG �GONGRETE COLUMN CONNECTION O JAMB AND HEAD '� A L EXISTING x14 WOOD BLOCKING. . 6 ° -r © EXISTING CONCRETE PANEL. 2. L 3" x 3" x 5/16" x 4" LONG p 24" O.G. W/(1) 3/4 "G BOLT EPDXIED INTO FOOTING AND INTO CONCRETE PANEL f -L-� R .S.N 5. 9XPEISTIvNG F OOTING. 4 . NEW CONCRETE SLAB ON GRADE PER PLAN AND G.S 5. GOMPRESIBLE MATERIAL. % / / / / / / /// / / / / / / /// •' 2. TS COLUMN, PER PLAN. I I . O : VP Y = i L EXISTING SLAB. 4 2 GRAD ER AND ON G.S.N. 5. #4 x 18" LONG REBAR " EX NG SLAB EPDXIED PCR IN G .S.N. 4. COMPACTED SOIL PER G.S.N. "I 3. 1/4" x 10" 50. PLATE. 3/16x2 -8 © 1 ' 1 TYP. ()STEEL COLUMN © 4 . (4) 5/8" 0 x 4" LONG BOLTS INTO WOOD x - = 6" mil Q /2 �� 1 3/16 r BLOCKING. 5 . EXISTING PLYWOOD. A TO Arrye.: ►� I - I - ili ;- SECTION THRU OPENING i © W BEAM LINTEL " BEAM OPENING CD TO PANEL NEW CIF SLAB ROOF CONNECTION A EXISTING WALL OEXISTI SLAB CONNECTION CONNECT O 0 I. EXISTING PLYWOOD. 2. EXISTING WOOD JOISTS. © F P. I I/2" 2" I� 1. 3/8" CONNECTION PLATE THRU SLOT IN COLUMN. 2. MAX. NUMBER OF 1 "5 A307 BOLTS 3" O.G., SHORT SLOTTED HOLES. I I/2" 3. 1/2" PLATE. --- I. EXISTING ROOF. Ell A A �,- __(� �_ ■ - _I - 3" .- � L � 2. EXISTING PRECAST PANEL. © / / / / / / / / / //� / / / / / / / / / //. 3. LIGHT GAGE WALL PER 3. SHORE EAGH SIDE OF PANEL TO SUPPORT 1000 P.L.F. © © FA 11 © Q �J Lk © © Q G.S.N. 1 4. LIGHT GAGE TRACK PER G.S.N. 5. #12 SCREWS g 6" O.G. 6. EXISTING SLAB. © 3 Ia 4. STEEL LINTEL PER PLAN. / / / / / / // %// 0 WELD �� � I I/2" I _' �- ' - .z m C P 5. 1/4 PLATE AT EACH END OF ANEL AND AT 6' -0 ", 6. 5/16" x .1" x q" PLATE AT EACH END OF PANEL AND AT 6' -0 ". / - � SECTION A-A I i� 11 i � � a � I I/2" -- 0 II L NEW PRECAST' PANEL PER PLAN. 2, EXISTING FOUNDATION. 5. L IN 3" x LONG AT EACES H EN D T O OF PAN BOLT EL .ANlo LC � 24" O.G. W /(I) 5/4 "5 BOLT EPXIED FOOT 3 x ING 5/16P " x 4" G.S.N. 4. 5/16" x 4" x 4 PLATE g 4" O.G. AND AT E ACH END OF PEL W/ 3/4" S x 4" L ROD. 5. 4x10 WO OD FIT BL CK W/ STED HOL A TIONS. 6, EXISTING PLYWOOD. 8. 6d NAIL O.C. STAGGERED. q. EXISTING CONCRETE SLAB. 10, GRADE LEVEL. 11. COMPRESIBLE MATERIAL. I I r F � "' I ®i '�' ® - d __ 7. (2) 5/8" BOLTS EPDXY TO PC - � "i 1- � BEAMS IN-LINE TYP. 1/4 r � �� 41 3/16 ' PANEL PER G.S.N. 3/4" MIN. CD BEAM TO I 0 TS COLUMN 1 /4 8. LIGHT GAGE STUD WALL PER G.S.N. 0 AT EXISTING PC PANEL AT GRID 1 DEMISING WALL CD AT GRID OOPENING © 1. EXISTING G.M.U. WALL. 2. EXISTING FOOTING. 3. COLUMN F PLAN. 4. COLUMN A Q 1. EXISTING ROOF. 2. EXISTING PRECAST PANEL. Q A Q I.1 I I� I 3/16 r / /// /M.% _� © © , SECTIOA © © 3. SHE ACSIDE OPANEL TO SU 20 P.L.F 4. STNT PER PAN" 5. 1/4" PLATE AT EACH END OF PANEL AND AT 6' -O ". 6. 5/16" x q" q" PLATE AT EACH END x OF PANEL AND AT 6' -O" I/4 I/ I /`F ff O L T �, J fri I. LIGHT GAGE STUDS PER 65.N. 5 2 2- 6005250 -68. 3. L 3" x 3" x 5/16" L -"` r I ry © © 5/16 © , 5 ®1® i III U 5. -i /2" GROUT. 6. 3/4" x 4 -1/2" x 10" W /(2) 5/4"5 x 10" LONG ANCHOR BOLT EPDXIED INTO EXISTING FOOTING. 'i. #4 x I' -4" LONG 4 12" O.G., EPDXIED INTO EXISTING AI 2 OCIY13 I Q © 0 ,�i I 7. (2) 5 /8" BOLTS EPDXY TO PG A 1/4 r x 2 -1/2" LONG AT EACH END OF JOIST. 6. EXISTING CONCRETE COLUMN. 4. COLUMN PER PLAN. 7. L 3" x 5" x 1/4" x 8' LONG @ 45" 0.0. W /(2) 5/4 "4 5. WINDOW BY OTHERS. EXPANSION BOLTS. i� _ .- _ _ ._ ... . _. ,..- ■■ 11 . 1 ..... ■ ....,e..... , _ P X 3/16 r PANEL PER G.S.N. I rCCrnr =u Cfri'OF TUKR I/4 �\ .e.. -,.�. • ii' 8. LIGHT GAGE STUD WALL PER G.S.N. I q. EXISTING PURLIN. - w .r .�.,i r. ..��. i a .-. a .�.. �..e� - - - - � \ ' -O" 6 " FOOTING. /\ i ia,.. - , , 1.....-.1 ,. I A .ri .... i A �� ....... - - - -. � _ ..... ... � .,.�. - . , - ii,Ni :> % 7Iii.i' 10877 WATSON ROAD ST. LOUIS, MO 63127 PROJECT MANAGERS DT) 01 0 DISTft16UT10 OP MMHG DILE: STRUCTURAL DETAILS DATE CaQBEB 10877 WATSON ROAD ST. LOUIS, MO 63127 PROJECT MANAGERS 412ODO 13 �e °COLUMN TO R00 DECK CONNECTION 0 , REINFORCING AT OPENING IN WALL ® CUMN TO G.M.U. WALL CONNECTION I. STEEL COLUMN PER PLAN. 2. EXISTING G. M.U. WALL, 3. EXISTING PLYWOOD. 4. 1/4" x IO" x 6" PLATE 1^4/(4) I/2 "4 BOLTS TO ROOF DECK. I. PROVIDE EXTRA _IAMB BARS EQUAL TO AREAS OF INTERRUPTED VERTICAL BARS, FULL HEIGHT OF WALL. 2. (2) 65 CENTERED, TOP 6 BOTTOM. 3. (I) 65 AT 5' -O" CENTERED AT EACH CORNER OF OPENING. 4. 2' -0" TYPICAL. HOOK IF THIS CANNOT BE OBTAINED. 5. 4' -O" MAX, HORIZONTAL DIMENSION. 6. FINISHED GRADE. I. COLUMN PER PLAN. 2. EXISTING G.M.U. WALL. 3. LINTEL PER DETAIL IO /53.1. 4. L 3" x 3" x 1/4" x 4" LONG g 3' O.G. ABOVE OPENING W /(I) 3/4" ANCHOR BOLT INTO SOLID GROUT. 5. OPENING BELOW. I. EXISTING GLUELAM BEAM. 2. NEV OR EXISTING PURLIN. 3. 4x12 PURLIN UNDER OPENINGS. 4. SIMPSON LUS4I0. RECEIVE') CITY OF TUKWILA .Itf14 7 `: ORAN. TITLE: STRUCTURAL DETAILS OIBTRIBUTION: DATE ARCH. PROJECT/ BBB PROJECT/